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DEPARTMENT OF TRANSPORTATIONDELAWARE

ADDENDUMS / REVISIONS

NEW CASTLE

T201201102

27

WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.

SIDEWALK IMPROVEMENTSMANOR AVENUE

N/A

500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00515

+00

516

+00

517

+00

518

+00

PO

B 498

+50.00

PI 510

+53.00

PC 513

+65.15

PT 514

+56.02

PC 515

+71.

61

PT 516+21.83

POE 518+00.00

PO

T 505

+00.00

PO

T 510

+00.00

499+00

PI 514

+10.94

PI 5

16+00.64

M.O.T. AND E&SCONSTRUCTION PHASING,

AND CONDUIT PLANSIGNING, STRIPING

CONSTRUCTION PLAN 8 9

21 22

10GEOMETRICS

GRADES AND

-LIGHTING PLAN 20

8 9

ROUTE 495

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDUMS / REVISIONSSCALE

FEET

0

SIDEWALK IMPROVEMENTSMANOR AVENUE T200269003

NEW CASTLE

30 60 90

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.

ADDENDUMS / REVISIONSSCALE

FEET

0

SIDEWALK IMPROVEMENTSMANOR AVENUE T200269003

NEW CASTLE

30 60 90

FO

RR

ES

T

AV

E

PY

RA

MID

AV

E

CH

APEL

AV

E

CA

STLE

AV

E

N

N

GOVERNOR PRINTZ BOULEVARD EXTENSION


MA

NO

R

AV

EN

UE

16,18 17,20

PLAN SHEET INDEX CROSS REFERENCE

2

PLAN SHEET INDEX

SCALE

FEET

0 100 200 300

11


NOT TO SCALE LEGEND3

RIGHT-OF-WAY SYMBOLS

DA

PE

R/W

R/W-DA

TCE

PROPOSED DENIAL OF ACCESS

PROPOSED PERMANENT EASEMENT

PROPOSED RIGHT-OF-WAY

PROPOSED RIGHT-OF-WAY MONUMENT

100+00 PROPOSED RIGHT-OF-WAY BASELINE

IDENTIFIERS

LANDSCAPE PLANTINGS

SHRUBBERY

DECIDUOUS TREE

CONDUIT JUNCTION WELL

PAVEMENT MARKINGS

PAVEMENT STRIPING

CONSTRUCTION

PROPOSED R/W & DENIAL OF ACCESS

TEMPORARY CONSTRUCTION EASEMENT

LS

LANDSCAPING

TRAFFIC

UTILITY COMPANY FACILITIES

PAVEMENT SECTION(S)

CONIFEROUS TREE

LUMINAIRE

ITMS-CON

SIG-CON SIGNAL CONDUIT

ITMS CONDUIT

TRAFFIC SIGN

(TYPE LABEL)

(TYPE LABEL)

DRAINAGE PIPE AND FLOW ARROW

RIPRAP - LINEAR FEATURE

RIPRAP - AREA FEATURE

DRAINAGE PIPE HEADWALL

DRAINAGE MANHOLE

DRAINAGE JUNCTION BOX

DIRECTIONAL STREAM FLOW ARROW

DITCH OR STREAM CENTERLINE

FLAG POLE

MAILBOX

PILLAR OR MISCELLANEOUS POST

TRAFFIC SIGN AND POST

GUARDRAIL - STEEL BEAM

WALL - STONE

WALL - BRICK OR BLOCK

FENCE - STOCKADE OR SPLIT RAIL

FENCE - CHAINLINK OR STRANDED

GUARDRAIL - WIRE ROPE

LAMP AND POST - RESIDENTIAL

CURB

CURB AND GUTTER

PAVEMENT - FLEXIBLE

PAVEMENT - RIGID

SHRUBBERY

HEDGEROW OR THICKET

GRASS LAWN

MARSH BOUNDARY LINE

TREE STUMP

TREE - CONIFEROUS

TREE - DECIDUOUS

WOODS LINE BOUNDARY

SURVEY BENCHMARK LOCATION

SURVEY TIE POINT LOCATION

SURVEY TRAVERSE POINT

PROPERTY MARKER - IRON PIPE

POINT OF CURVATURE OR TANGENCY

POINT OF INTERSECTING TANGENTS

POLE MOUNTED LUMINAIRE

ELECTRIC MANHOLE

ELECTRIC TRANSFORMER

GAS METER

GAS MANHOLE

GAS PUMP - SERVICE STATION

UTILITY POLE GUY WIRE ANCHOR

GAS VALVE

RAILROAD TRACKS

SANITARY SEWER MANHOLE

SANITARY SEWER VALVE

TELEPHONE BOOTH

TELEPHONE MANHOLE

CABLE TV DISTRIBUTION BOX

UTILITY BOX

UTILITY POLE

WATER VALVE

WATER METER

TELEPHONE TEST POINT

WATER - FIRE HYDRANT

SOIL BORING LOCATION

UTILITY TEST HOLE LOCATION

WELL HEAD

SEPTIC DRAIN FIELDS.D.F.

DRAINAGE

MANMADE ROADSIDE FEATURES

NATURAL ROADSIDE FEATURES

SURVEY CONTROL & MONUMENTATION

PROPERTY MARKER - CONCRETE MON.

UTILITY

RIGHT-OF-WAY SYMBOLS

100+00

UTILITY COMPANY FACILITIES

SIZE/TYPE LABEL

DELINEATED WETLAND BOUNDARY LINE

SANITARY SEWER VENT OR CLEANOUT

PARKING METER AND POST

PILE - BRIDGE

TRAFFIC - CONDUIT JUNCTION WELL

TRAFFIC - LIGHT POLE AND BASE

TRAFFIC - PEDESTRIAN POLE & BASE

TRAFFIC - SIGNAL CABINET & BASE

TRAFFIC - SIGNAL POLE AND BASE

FP

PM

WL

TV

VENT

U

WELL

P L

ELECTRIC METEREM

DRAINAGE INLETD.I.

BOLLARD - STEEL POLE

BOLLARD - WOOD POST

? MANHOLE - UNDETERMINED OWNER

HISTORIC RIGHT-OF-WAY BASELINE

R/W-DA

DA

EASEMENT TYPE

EXISTING R/W & DENIAL OF ACCESS

EXISTING DENIAL OF ACCESS

EXISTING RIGHT-OF-WAY

EXISTING EASEMENT

EXISTING PROPERTY LINE

EXISTING SYMBOLS PROPOSED SYMBOLS

NEW CASTLE COUNTY SEWER

DELMARVA POWER - GAS

20 & N GAS

2 LINDEE LLC

PROPOSED UTILITY POLE

(UNITED WATER DELAWARE)

SUEZ WATER DELAWARE

160 GYRATIONS PG 64-22 (CARBONATE STONE)

2" BITUMINOUS CONCRETE, SUPERPAVE, TYPE C,

8" GRADED AGGREGATE BASE COURSE, TYPE B

STONE)

TYPE C, 160 GYRATIONS PG 64-22 (CARBONATE

DRIVES - 2" BITUMINOUS CONCRETE, SUPERPAVE,

6" GRADED AGGREGATE BASE COURSE, TYPE B, PATCHING

GYRATIONS,PG 64-22, PATCHING

3" BITUMINOUS CONCRETE, SUPERPAVE, TYPE B, 160

PG 64-22 (CARBONATE STONE)

2" BITUMINOUS CONCRETE, SUPERPAVE, TYPE C, 160 GYRATIONS

BFS

LOC

BIOFILTRATION SWALE

CONCRETE SAFETY BARRIER - PERMANENT

BUTT JOINT

CURB, TYPE 2

CURB & GUTTER, TYPE 1




DRAINAGE INLET

DITCH

FENCE - METAL

FENCE - WOOD

FLARED END SECTION

GUARDRAIL, TYPE 2

JUNCTION BOX - DRAINAGE

LIMIT OF CONSTRUCTION

MANHOLE

PAVEMENT PATCH

PIPE & DIRECTIONAL FLOW ARROW

RIPRAP

UNDERDRAIN

UNDERDRAIN OUTLET

CONSTRUCTION BASELINE100+00

CURB, TYPE 1 & TYPE 3

GUARDRAIL, TYPE 1

GUARDRAIL, TYPE 3

GUARDRAIL END TREATMENT, TYPE 1



IMPACT ATTENUATOR

BRICK PATTERNED SURFACE

CONSTRUCTION SAFETY FENCECSF

GUARDRAIL END ANCHORAGE

TOPSOIL, SEED AND MULCHPAVEMENT REMOVAL -

P.C.C. SIDEWALK - 4"

FOR CHANNELIZATION ISLANDS.)

P.C.C. SIDEWALK - 6" (USE 8" DEPTH

MAILBOXMB

LO LATERAL OFFSET

CZ CLEAR ZONE

CURB OPENING

A

C

A

O

DND

RL

C

RL

O

RM

C

RM

O

C

O

ADJUST BY CONTRACTOR

ADJUST BY OTHERS

CURB OR CURB & GUTTER

CONVERT TO JUNCTION BOX

CONVERT TO DRAINAGE MANHOLE

CURB OPENING

DRAINAGE INLET

DO NOT DISTURB

FILTRATION STRUCTURE

GUARDRAIL

JUNCTION BOX

MANHOLE

PIPE

RELOCATE BY CONTRACTOR

RELOCATE BY OTHERS

REMOVE BY CONTRACTOR

REMOVE BY OTHERS

FLARED END SECTION

CONCRETE SAFETY BARRIER

MONUMENT - RIGHT-OF-WAY

UD

P

M

MH

JB

GR

FS

FES

DI

CR

CMH

CJB

C

B

CR-N

DETECTABLE WARNING SYSTEM

WITHOUT SIDEWALK SURFACE

CURB RAMP / TYPE

CURB RAMP / TYPE -

UNDERDRAIN / LENGTH

UNDERDRAIN OUTLET PIPE

FENCEF

FILL WITH FLOWABLE FILLFF

C

UDO

CONSTRUCTION SAFETY FENCECSF

ED ENERGY DISSIPATOR

REMOVE BY TRAFFIC CONTRACTORRM

TC



NEW CASTLE

T201201102

27

WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A


NOT TO SCALE4

GENERAL NOTES PROJECT NOTES

NOTES

SHALL BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE DISCRETION OF THE ENGINEER,1.

SECTION 200

SECTION 100

SECTION 400

AGGREGATE BASE COURSE, TYPE 'B', UNLESS OTHERWISE NOTED ON THE PLANS.

THE PAVEMENT SECTION FOR FLEXIBLE PAVEMENT RESIDENTIAL DRIVEWAYS SHALL BE 2" WARM-MIX, TYPE 'C' OVER 8" GRADED3.

RESPONSIBILITY OF THE CONTRACTOR AND INCIDENTAL TO THE PIPE ITEM THAT IS BEING VIDEO INSPECTED.

PIPE CLEANING PRIOR TO VIDEO INSPECTION AND MAINTENANCE OF TRAFFIC DURING THE VIDEO INSPECTION ARE THE

CONTRACTOR'S EXPENSE. THE DEPARTMENT WILL VIDEO INSPECT NEW PIPE RUNS TO CONFIRM CONDITION PRIOR TO ACCEPTANCE.

DRAINAGE STRUCTURES DAMAGED DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND AT THE

FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION PRIOR TO THE START OF CONSTRUCTION. EXISTING PIPES AND

THE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO BE USED IN THE4.

SECTION 600

INCLUDING SAW CUTTING EXISTING CURB SHALL BE INCIDENTAL TO THE PROPOSED CURB ITEM.

SHALL BE TRANSITIONED IN 10 LINEAR FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT FOR THIS WORK,

IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED CURB5.

SECTION 700

INLETS, AND TO THE CENTER OF THE STRUCTURE FOR JUNCTION BOXES AND MANHOLES.

STATION AND ELEVATION DATA GIVEN FOR DRAINAGE STRUCTURES ARE TO BE APPLIED TO THE CENTER OF THE GRATE FOR8.

ITEM 710506 - ADJUST AND REPAIR EXISTING SANITARY SEWER MANHOLE.

COVERS THAT ARE REMOVED SHALL BECOME THE PROPERTY OF THE STATE'S CONTRACTOR. PAYMENT SHALL BE INCIDENTAL TO

THE PROJECT LIMITS IN ACCORDANCE WITH THE COUNTY'S STANDARD SPECIFICATIONS. THE EXISTING MANHOLE FRAMES AND

SELF SEALING MANHOLE FRAMES AND COVERS ON ALL COUNTY SEWER MANHOLES THAT ARE NOT BEING RELOCATED, WITHIN

THE NEW CASTLE COUNTY DEPARTMENT OF PUBLIC WORKS SHALL SUPPLY AND THE STATE'S CONTRACTOR SHALL INSTALL NEW9.

MISCELLANEOUS

REFER TO THE CONSTRUCTION PLAN SHEETS FOR THE LOCATION OF THE LATERAL OFFSET AREA LIMITS.13.

NOT PREPARED.

THERE ARE NO ENVIRONMENTAL PERMITS ASSOCIATED WITH THIS PROJECT. AS SUCH, AN ENVIRONMENTAL COMPLIANCE SHEET WAS 8.

NONE

FOR THIS PROJECT

EROSION POTENTIAL

( )

( ) INSIGNIFICANT NONE

( )

( )

( )

( )

DETAILS", DATED 2001, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.

SPECIFICATIONS", DATED AUGUST 2001 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD1.

ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS SELECTED BY THE ENGINEER.

BY DELDOT.

EXISTING DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

BY DELDOT.

PROPOSED DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USED

TERRAIN MODEL (DTM).

DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF THE PROPOSED DIGITAL

THE CONTRACTOR SHALL NOT BE REQUIRED TO HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT.

BE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONIC PROJECT FILES.

NOTE: THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A CONTRACTOR" MUST

STAFF MAY BE THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR IS INCIDENTAL TO ITEM 743000.

SUPERINTENDENT FOR THIS PROJECT OR ANOTHER ATSSA CERTIFIED MEMBER OF THE CONTRACTOR'S PROJECT

THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT. THE CONTRACTOR'S GENERAL

THE ATSSA SUPERVISOR. PAYMENT FOR ATSSA SUPERVISOR SHALL BE PAID FOR UNDER ITEM 743031.

DEVICES FOR THIS PROJECT. THE CONTRACTOR'S GENERAL SUPERINTENDENT FOR THIS PROJECT SHALL NOT BE

SOLE JOB SHALL BE SUPERVISION OF THE INSTALLATION, OPERATION AND MAINTENANCE OF TRAFFIC CONTROL

THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT. THE ATSSA SUPERVISOR'S

ELECTRONIC PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR, INCLUDE:3.

CROSS SECTIONS

PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:4.

RIGHT-OF-WAY PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)

THIS PROJECT.

AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL SUPERVISOR REQUIREMENT FOR5.

THE DISTURBED AREA FOR THIS PROJECT IS 1.004 ACRES.6.

ALL PLAN SHEETS, IN PDF FORMAT.

CONTRACTOR ESC SUPERVISOR REQUIREMENT

STORMWATER REGULATIONS.

CONTRACTOR TRAINING PROGRAM, AS DEFINED IN SECTION 6.2 OF THE DELAWARE SEDIMENT AND

( ) MAJORAND STORMWATER REGULATIONS.

CERTIFIED CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION 6.3 OF THE DELAWARE SEDIMENT

2.

( X ) MINOR

( X )

( X )

( X )

( )

( )

( X )

SECTION 900

DELDOT MAINTENANCE YARD SUPERVISOR.

REPLACED GRATES/FRAMES SHALL NOT BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A

WITH THE COST OF DELIVERY INCIDENTAL TO ITEM 708060 - REPLACING DRAINAGE INLET GRATE(S). FINAL PAYMENT FOR

BY THE ENGINEER. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE NEAREST DISTRICT MAINTENANCE YARD

REPLACED. THE ACTUAL LOCATIONS, THE NEED FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES SHALL BE DETERMINED

DRAINAGE INLET GRATES ADJACENT TO THE ROAD, WITHIN THE PROJECT LIMITS, WHICH ARE NOT TYPE 1 OR TYPE 4 SHALL BE7.

SAWCUTTING, CONCRETE, FULL DEPTH.

UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID FOR UNDER ITEM 762002 -

SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE FULL DEPTH,

WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL BE6.

TIE INTO THE EXISTING PAVEMENT.

ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE THE NEW PAVEMENT IS TO10.

STORMWATER ENGINEER OR THE APPROPRIATE CONSTRUCTION ENGINEER.

A COPY OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE DEPARTMENT'S

PERMIT AND NOI IS KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S TEAM SUPPORT SECTION.

THE NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL

COMPLIANCE WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE WITH

THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT,11.

BEHALF WILL UNDERTAKE THE SURVEY.

MAY TAKE UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A CONSULTANT ON ITS

3) PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST, WHICH

2) REJECT THE REQUEST; OR

1) APPROVE THE USE OF THE PROPOSED STAGING AND STOCKPILE AREA(S);

WITHIN 30 DAYS, DELDOT WILL;

THE CONSTRUCTION AREA ENGINEER WHO WILL COORDINATE WITH DELDOT'S ARCHAEOLOGIST.

OR CUMULATIVELY ARE LARGER THAN 10,000 SQUARE FEET, MUST BE APPROVED BY DELDOT'S ARCHAEOLOGIST. CONTACT

ANY STAGING AND/OR STOCKPILE AREA(S) OUTSIDE THE PROJECT'S LIMIT OF CONSTRUCTION (LOC) THAT INDIVIDUALLY14.

EARTHWORK SUMMARY

EMBANKMENT REQUIREMENTS

MATERIAL BALANCE ("+"= EXCESS, "-"= NEED)

EXCAVATION AVAILABLE FOR EMBANKMENT

EXCAVATION

TOTAL EXCAVATION

ROCK EXCAVATION FOR ROADWAY AND TRENCHES

EXCAVATION FROM CROSS SECTIONS

0 C.Y.

EXCAVATION MEETING BORROW TYPE 'A'

EXCAVATION MEETING BORROW TYPE 'F'

EXCAVATION MEETING TOPSOIL

BORROW TYPE 'A' REQUIRED (INCLUDING UNDERCUT)

BORROW TYPE 'F' REQUIRED

BORROW TYPE 'A'

BORROW TYPE 'F'

UNSUITABLE MATERIAL

TOPSOIL

TOPSOIL REQUIRED

PAVEMENT, ETC.

UNSUITABLE MATERIALS INCLUDE UNDERCUT SOILS, BITUMINOUS3)

SITE EXCAVATION, MAINTENANCE OF TRAFFIC EXCAVATION, ETC.

STORMWATER MANAGEMENT POND EXCAVATION, ENVIRONMENTAL

EXCAVATION, STRUCTURE EXCAVATION, UNDERCUT EXCAVATION,

OTHER SOURCES OF EXCAVATION MAY INCLUDE PIPE TRENCH2)

SUMMARY IS CONSIDERED FOR INFORMATIONAL PURPOSES ONLY.

AND ARE NOT TO BE USED AS A BASIS OF PAYMENT.THE EARTHWORK

THE VALUES LISTED IN THE EARTHWORK SUMMARY ARE APPROXIMATE1)

NOTES:

TOPSOIL STRIPPING

STORMWATER MANAGEMENT FACILITIES

425 C.Y.

585 C.Y.

0 C.Y.

EXCAVATION FOR PIPE TRENCHES

252 C.Y.

439 C.Y.

17 C.Y.

134 C.Y.

314 C.Y.

+312 C.Y.

0 C.Y.

-9 C.Y.

+118 C.Y.

+125 C.Y.

8 C.Y.

1,011 C.Y.

WITH THE ABOVE WORK TO BE PAID UNDER ITEM 201000 - CLEARING AND GRUBBING.

760-2536 AND/OR HIS DESIGNEE, AT LEAST TWO (2) DAYS PRIOR TO THE PRUNING OPERATION. ALL COSTS ASSOCIATED

THE CONTRACTOR SHALL NOTIFY DELDOT'S ROADSIDE ENVIRONMENTALIST ADMINISTRATOR, BRIAN URBANEK AT (302)

PRUNE EXISTING TREE AND SHRUB BRANCHES, WHICH OVERHANG THE SIDEWALK, IN ACCORDANCE WITH I.S.A. STANDARDS.

ACHIEVE A VERTICAL CLEAR SPACE OF 10 FEET ABOVE THE PROPOSED SIDEWALK ELEVATION. THE CONTRACTOR SHALL

IN AREAS WHERE TREES OR SHRUBS WILL BE OVERHANGING THE PROPOSED SIDEWALK, PRUNING MAY BE NECESSARY TO 2.

START OF CONSTRUCTION AT 302-576-6091.

THE CONTRACTOR SHALL CONTACT JAMILA JONES, THE CHIEF OF SCHEDULING FOR DART FIRST STATE, 14 DAYS PRIOR TO THE12.

EXTENSION WITH ANY APPROPRIATE MODIFICATIONS.

THE STORMWATER ENGINEER WILL REVIEW THE CURRENT SEDIMENT AND STORMWATER MANAGEMENT PLAN AND ISSUE AN

ENGINEER THREE MONTHS PRIOR TO THE EXPIRATION OF THE APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS.

ACCEPTANCE OF THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE FIVE YEARS, THE CONTRACTOR WILL INFORM THE

PERIOD, BEGINNING ON THE DATE THE STORMWATER ENGINEER SIGNED THE CONSTRUCTION TITLE SHEET. IF THE FINAL

DELDOT'S DELEGATED AUTHORITY. THE SEDIMENT AND STORMWATER MANAGEMENT PLANS ARE VALID FOR A FIVE YEAR

THE SEDIMENT AND STORMWATER MANAGEMENT PLANS HAVE BEEN APPROVED BY DELDOT'S STORMWATER ENGINEER UNDER7.



NEW CASTLE

T201201102

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BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A




NEW CASTLE

T201201102

27

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BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

R/W

EXISTING

PARKING

SIDEWALK

SIDEWALK

STATION 509+14 TO STATION 510+25

TRAVEL LANE

SIDEWALK

BASELINECONSTRUCTION

R/W

EXISTING

TYPICAL SECTIONS5

A B

2"

6:1

6:1

H

G

H

G

I

E

ED

F

A B

2"

E

E N

H

G

H

G

R/W-DA

EXISTING

R/W-DA

EXISTING


GOVERNOR PRINTZ EXTENSION

MATCH EXISTING

MATCH EXISTING

LEGEND

I

G

H

A

B

D

E

FTYPE 1-8

ITEM 701010- PORTLAND CEMENT CONCRETE CURB,

ITEM 908010 - TOPSOILING, 6" DEPTH

J ITEM 727009 - CHAIN-LINK FENCE, 5' HIGH

C100'

O.G.

O.G.

C

3"

100'

D 6"

4"

22'

5'

5'

EXISTING CURB

EXISTING CURB

509+90±STA. 507+00± TO AND GUTTEREXISTING CURB

BASE6"CRUSHED 3"HMA OVER


16'

16'

15'

2'

MATCH EXISTING

LOC LOC

LOC

2"

MATCH EXISTING

2"


TRAVEL LANE

TRAVEL LANETRAVEL LANE


6:1

H

G

ED

F

R/W-DA

EXISTING

O.G.

C

3"

D 6"

4"BASE6"CRUSHED 3"HMA OVER

15'

2'

MATCH EXISTING

TRAVEL LANE

LANE

DROP-OFF



STA. 507+00± TO 509+90±EXISTING CURB AND GUTTER

A B

2"2"

11'

O.G.

O.G.

NOT TO SCALE

ITEM 705002 - P.C.C. SIDEWALK, 6"

OR


K ITEM 701505 - P.C.C. PARKING BUMPER

K 3'-0"

6:1

6:1

8'-3"

11'-6"TO 20'

55'

55'LOC

8'-6"

EXISTING

MATCH

11'

CROWN

CROWN

CROWN

11'

VARIES 55'- 57.5'

VARIES 15' - 28'

VARIES 15' - 30'LOC

N

N

N

N

L

TYPE 1-31

ITEM 720050 - GALVANIZED STEEL BEAM GUARDRAIL,

EXISTING CURB

HGI

MCURB & GUTTER, TYPE 2

ITEM 701021- INTEGRAL PORTLAND CEMENT CONCRETE

M

N 4"C

3"

D 6"

A

B 2"

2"

WHERE SHOWN ON PLANS

O.G.

2'1'

CURB & GUTTER, TYPE 2 REPLACEMENT

EXISTING INTEGRAL PORTLAND CEMENT CONCRETE

TYPE B, PATCHING

ITEM 302008 - GRADED AGGREGATE BASE COURSE,

N

TYPE B


SIDEWALK (VARIES)

7'-6" TO 25'-6"

(VARIES)

SIDEWALK

STATION 499+00 TO STATION 501+00*



*-MILL & PAVE EXISTING ROADWAY ONLY

G

H

G

H

2%2%

2%

2%2%

STONE)


ITEM 401801 - BITUMINOUS CONCRETE, SUPERPAVE,

TYPE B, 160 GYRATIONS,PG 64-22, PATCHING


ITEM 760000 - PAVEMENT - MILLING, HOT-MIX

GROUND

ITEM 908014 - PERMANENT GRASS SEEDING, DRY

EXCAVATION MEETING TYPE FITEM 209006, BORROW, TYPE F OR PROJECT




NEW CASTLE

T201201102

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BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A


PARKING

R/W

EXISTING

TRAVEL LANE SIDEWALK

R/W-DA

PROPOSED

2:1

6:1

6:1

H

G

H

G

I

E

E

ROUNDED FILL SECTION

A B 2"

TYPICAL SECTIONS6


A B

2"E

A B

2"

R/W-DA

EXISTING

R/W

EXISTING

R/W-DA

EXISTING



MATCH EXISTING

MATCH EXISTING MATCH EXISTING

MATCH EXISTING

J

STATION 513+75± TO STATION 516+00±

D 6"C 3"

O.G.

O.G.

O.G.

R/W-DA

EXISTING

7'

5'

AND GUTTEREXISTING CURB




10'

2'ROUNDING

VARIES

VARIES

1'

VARIES

MATCH EXISTING

7' - 5'VARIES

SIDEWALK

SIDEWALK

LOCLOC

LOC

LOC

2"

2"

TRAVEL LANETRAVEL LANE

2"

TRAVEL LANE

11'

O.G.

O.G.

NOT TO SCALE

GUARDRAILEXISTING

3'-0"K

N

N

N

11'

CROWN

VARIES 22.75' - 19'

VARIES 16' - 29'LOC

VARIES 57.5' - 82'

0.1' - 9.3'

VARIES 11' - 13'VARIES 11' - 13'

VARIES 16' - 25' VARIES 35' - 45'

L

3.7' - 9'

29.9' - 18.8'


GOVERNOR PRINTZ EXTENSION - MANOR AVENUE

AT STA. 516+20±

MEET EXIST. SIDEWALK

L

VARIES

D 6"

A

2"

2'

G

H

H

G


O.G.

TRAVEL LANE

AND GUTTEREXISTING CURB

BASE6"CRUSHED 3"HMA OVER A B

2"2"

R/W

EXISTING

13'


LEFT CURB SECTION

2%

2%

2% MAX.

VARIES

VARIES

VARIES TO STA. 512+98100' TO STA. 512+72±

VARIES 92.3' TO 50'

LEGEND

I

G

H

A

B

D

E

FTYPE 1-8

ITEM 701010- PORTLAND CEMENT CONCRETE CURB,

J ITEM 727009 - CHAIN-LINK FENCE, 5' HIGH

C


OR


K ITEM 701505 - P.C.C. PARKING BUMPER

L

TYPE 1-31

ITEM 720050 - GALVANIZED STEEL BEAM GUARDRAIL,

MCURB & GUTTER, TYPE 2

ITEM 701021- INTEGRAL PORTLAND CEMENT CONCRETE

TYPE B, PATCHING


N

TYPE B


STONE)



TYPE B, 160 GYRATIONS,PG 64-22, PATCHING


ITEM 760000 - PAVEMENT - MILLING, HOT-MIX

ITEM 908010 - TOPSOILING, 6" DEPTH

GROUND

ITEM 908014 - PERMANENT GRASS SEEDING, DRY

EXCAVATION MEETING TYPE FITEM 209006, BORROW, TYPE F OR PROJECT


HORIZONTAL & VERTICAL CONTROL

STATION OFFSET EASTINGNORTHING

HORIZONTAL / VERTICAL CONTROL DATA

ELEVATIONPOINT

200 502+21.49 22.02' L 654230.5590 22.75644858.8128

201 511+53.17 20.53' L 654804.5396 25.06645593.0724

202 508+38.62 20.04' L 654610.6430 25.44645345.0150

203 505+25.27 21.03' L 654417.6427 26.20645098.1460

204 514+60.76 9.29' R 654980.3962 24.32645847.2674

205 516+03.38 11.33' R 655108.4276 26.27645921.6340

STATION OFFSET EASTINGNORTHING

CONSTRUCTION ALIGNMENT CONTROL

POINT

N

CIRCULAR CURVE NO. 1

7

SCALE

FEET

0 80 160 240

2

2

CIRCULAR CURVE NO. 2

10055 500+00.00 0.00' 654076.2818 644698.3701

10061

10060

10059

10058

10062

1


MA

NO

R

AV

EN

UE

10056 505+00.00 0.00' 654385.4871 645091.2978

10057 510+00.00 0.00' 654694.6923 645484.2254

10001 510+53.00 0.00' 654727.4689 645525.8768

2

11

TANGENT DIRECTION: N 35°18'44.7333" E

RADIAL DIRECTION: S 54°41'15.2667" E

CHORD DIRECTION: N 43°59'22.0343" E



EXTERNAL: 3.4734'

MIDDLE ORDINATE: 3.4337'

CHORD: 90.5187'

TANGENT: 45.7834'

LENGTH: 90.8656'

DEGREE OF CURVATURE(ARC): 19°05'54.9353"

DELTA: 17°21'14.6021" LEFT

RADIUS: 300.0000'

PT (10059) 514+56.02 654981.9006 645836.9433

CC (10002) 655155.3110 645592.1396

PI (10063) 514+10.94 654944.5409 645810.4789

PC (10058) 513+65.15 654916.7754 645774.0757

STATION NORTHING EASTING

ELEMENT: CIRCULAR

TANGENT DIRECTION: N 36°37'56.6005" W

RADIAL DIRECTION: N 53°22'03.3996" E

CHORD DIRECTION: N 0°39'35.9336" W



EXTERNAL: 9.4254'

MIDDLE ORDINATE: 7.6280'

CHORD: 46.9916'

TANGENT: 29.0323'

LENGTH: 50.2270'

DEGREE OF CURVATURE(ARC): 143°14'22.0156"

DELTA: 71°56'41.3337" LEFT

RADIUS: 40.0000'

PT (10061) 516+21.83 655123.2084 645903.2144

CC (10003) 655099.3412 645871.1152

PI (10064) 516+00.64 655099.9105 645920.5374

PC (10060) 515+71.61 655076.2198 645903.7557

STATION NORTHING EASTING

ELEMENT: CIRCULAR

10063

10064

CONSTRUCTION BL

CONSTRUCTION BL

1000110054

10054 498+50.00 0.00' 653983.5203 644580.4918

10057

10062 518+00.00 0.00' 655266.1841 645796.9058

DATUM REFERENCE:

VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88.

HORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM (NAD 83).



NEW CASTLE

T201201102

27

WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

487+00488+00

489+00

492+00

493+00

494+00

495+00

496+0

0

497+

00

498+0

0

PC

C498

+25.74

TRAV. PT 200 TRAV. PT 203 TRAV. PT 201TRAV. PT 205

MAG. NAILTRAV. PT 204

MAG. NAILTRAV. PT 202

500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00

PO

B 498

+50.00

PI 510

+53.00

PC 513

+65.15

PT 514

+56.02

PC 515

+71.

61

PT 516+21.83

POE 518+00.00

PI 514

+10.94

PI 5

16+00.6

4

PO

T 505

+00.00

PO

T 510

+00.00

499+00


WM

JP

+

TRAV. PT 200

30"RCP

GRAVEL

TRAV. PT 203

5' CHAIN LINK

30"RCP

CONC

MAC

28"MAPLE

15"RCP

4' SPLIT RAIL

CO

NC

30"RCP

15"RCP

CO

NC

5' CHAIN LINK

15"RCP

MAC

30"RCP 30"RCP

FO

RR

ES

T

AV

E

PY

RA

MID

AV

E

CH

APEL

AV

E

GOVERNOR PRINTZ BLVD. EXTENSION

CO

NC

IN CONC3IN IP

TOP OF CONC DITCH

TOP OF CONC DITCH

GO

VERN

OR

PRIN

TZ B

LVD.

48"R

CP

42"RCP

42"R

CP

48"RCP

CO

NC

CO

NC

DP&L

51236-45252

DP&L

51201

14"AC. 14"AC.14"AC.

42"RCP

24"24"

8"

TC

8"TC8"TC8"TC

8"

TC

8"

TC

42"RCP

24"

24"

14"AC.

24" 24"

42"RCP 42"RCP42"RCP

24"

42"RCP

8"TC 8"TC6"AC.6"AC.6"AC.

6"AC.12" SHP

12" SHP 12" SHP

12" SHP 12" SHP

4" SHP4" SHP

4" SHP4" SHP

24" SHP24" SHP 24" SHP

24" SHP 24" SHP 24" SHP

26" N GAS

26" N GAS

26" 0 GAS

26" 0 GASTH-1

TH-2

TH-3

TH-4

TH-5

TH-6

TH-7

TH-8

TH-9

TH-10TH-19

TH-20

EXISTING R/WEXISTING R/WEXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WEXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

T.P. 06-085.00-142

T.P. 06-085.00-141

T.P. 06-085.00-140

T.P. 06-085.00-139

T.P. 06-085.00-073

100.0

0'

40.00'

40.00'

40.00'

FAP I-495-3(4)(PART)

64-01-062

STATE OF DELAWARE

MF 680

D.R. 2331 69

T.P. 06-084.00-648

DOUGLAS P & KRISTIN C DURKEE

MF 5592

D.R. 1204 163

T.P. 06-085.00-133

HUSBAND & WIFE

JEAN C. BLAIER

WERNER K. BLAIER, SR. &

MF 5592

D.R. 20091201 -0075796

T.P. 06-085.00-134

ABU SAYED

MF 5592

D.R. 20070123 -0007056

T.P. 06-085.00-143

MAYDA F. MONTESDEOCA

MF 5592

D.R. 1652 165

T.P. 06-085.00-144

HUSBAND AND WIFE

KAMINI PATEL & DUSHYANT PATEL

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

1-L

2-L 3-L

4-L

1-R

110.0

0'

100.0

0'

100.0

0'

100.0

0'

499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00

PI 505

+00.00

PO

B 498

+50.00



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

8

MA

TC

HLIN

E S

TA

TIO

N

508+

00

CONSTRUCTION PLAN

N

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

A

CA

C

A

C

CR

4

CR

3

CR

3

CR

2

CR

4

RM

C

A

C

A

C

C

2

C

5

C

8

C

11

C

7

SSMH

BOXVALVE

SSMH

SSMH

SSMHSSMH

SIDEWALK

CURB &

A

CGRATEWITH TYPE 1 REPLACE GRATE INLET

C

1

C

6

UTILITY GRND EL. COVER O.D. & MATERIAL

UTILITY TEST HOLE SCHEDULE

NO. STATION OFFSET

2

2

2

2

1 INTEGRAL PCC CURB AND GUTTER, TYPE 2 55'

5 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 29'



O 3.84' 6" BLACK METALTH-1 21.1725.56'R501+40.21

N 4.22' 6" BLACK METALTH-2 21.1727.71'R501+40.15

GAS 4.95' 24" BLK STEELTH-3 21.2335.06'R501+42.42

GAS 4.00' 12" BLK STEELTH-4 22.7928.50'L502+20.04

GAS 3.76' 4" COATED STEELTH-5 22.9423.61'L502+19.82

O 3.82' 6" BLACK METALTH-6 25.6621.21'R506+79.50

N 3.22' 6" BLACK METALTH-7 25.5725.77'R506+79.23

GAS 4.37' 24" BLK STEELTH-8 25.6434.05'R506+81.78


GAS 4.04' 12" BLK STEELTH-10 26.8130.34'L507+60.86

WATER 4.76' 6" CITH-19 23.5025.79'L502+42.58

WATER 4.97' 6" CITH-20 26.0322.06'L507+61.27

C

9 C

10

C

3

C

4







11 PORTLAND CEMENT CONCRETE CURB, TYPE 1-8 27' *

*

*

*

* - TAPER CURB ENDS TO 2" REVEAL.

NO.

DRAINAGE INLET SCHEDULE

BOX SIZE GRATESTATION OFFSET INV. EL.T.G. EL.

DI

1

RM

C

INLET

1 *25.45-18.1'507+51.00 66" x 30" 1

RM

C

SIDEWALK

SIDEWALK

RM

C

A

O

CONSTRUCTION OF THE NEW INLET.

PAYMENT FOR REMOVAL OF THE EXISTING INLET IS INCLUDED WITH

* - FINAL ELEVATION TO BE SET IN THE FIELD BY THE ENGINEER.


30"RCP

48"RCP

6' CHAIN

LINK

TR

AV. P

T 252

6' C

HAIN LIN

K

+++

+

+

+

+

+

++

+

27"RCP

3"MAPLE

6' IR

ON

27"RCP

3"MAPLE

6' PRIVACY

15"RCP

CONC

48"RCP

28"MAPLE

MAC

+

12"MAPLE

18"RCP

26"MAPLE

6' PRIVACY

CO

NC

20"GUM

5' CHAIN

LINK

48"

RCP

+

18"RCP

6"DOGWOOD

MAC

6'

CH

AIN

LIN

K

15"MAPLE

24"OAKCONC

18"RCP

24"R

CP

CO

NC

6"-8"CEDARS

30"RCP

3"CEDARS

CONC

TRAV. PT 205

TRAV. PT 204

TRAV. PT 201TRAV. PT 202

RCP

15"

CA

STLE

AV

E

ROUTE 495


MA

NO

R

AV

EN

UE

1"PIPE1"PIPE

2"PIPE

1"PIPE

2"PIPE

1"PIPE- LEANING

48"R

CP

10" WALNUT

12" LOCUST

10" LOCUST

48"

RC

P4

2"

CM

P

12" WALNUT

8" LOCUST

6" LOCUSTWOODS

32"MAPLE

GRASS

GRASS8" PINE

GRASS

GRASS

GR

ASS

WOODS

WOODS

1"PIP

E

WOODS

GRASS

6"DOGWOOD

1"PIPE

24"C

MP

3"PIPE3"PIPE LEANING

STEEL PIPE

1" OPEN

12" WALNUT

8" WALNUT

10" LOCUST

18" WALNUT

GRASSGRASS

GRASS

TOP OF

CONC DIT

CH

TOP OF

CONC DIT

CH

CONC DIT

CH

ST

ON

E

CU

RB

ST

ON

E

CU

RB

WISTAR STREET

47.0

0'

47.0

0'

ALLEY



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

IN SWALE

BLANKET MULCH (ITEM 908020)

INSTALL EROSION CONTROL

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTIN

G R/

W

EXISTING R/W

EXISTING R/WEXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

50.00'

100.0

0'

40.00'

45.0

0'

100.0

0'


64-01-062

STATE OF DELAWARE

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN

CHARLES R. HUMPHREYS

MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

MF 325

D.R. 2

0090331 -0018338

T.P. 0

6-085.0

0-111

DA

N

WE

BE

R

MF 325

D.R. 2

194

18

T.P. 0

6-085.0

0-113

DA

WN

E.

HO

WE

R

MF 325

D.R. 20140501-0018017

T.P. 06-085.00-115

SCHANTZ

VALERIE ANN SCHANTZ AND BRETT M.

MF 325

D.R. R100 298

T.P. 06-085.00-117

LEEANNE HOFF HIS WIFE

DALE RICHARD HOFF JR. &

MF 20060622-0059760

D.R. 20121214-0073877

T.P. 06-072.00-025

THE ARCHMERE FUND

18.10'

5-L

1-R

2-R

MF 325

D.R. 2

014

1113- 005097

5

T.P. 0

6-085.0

0-112

JO

HN

VA

NV

UR

ES,

TR

US

TE

E

MF 325

D.R. 20150909-0045953

T.P. 06-085.00-116

DONNA SHERWOOD

MF 20051206-0125949

D.R. 20060505 -0043778

T.P. 06-085.00-169

VANESSA L. ROBINSON

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

EXIS

TIN

G

R/

W

100.0

0'

51293-4

53

13 DP

&L

51296-4

53

15

42"R

CP

DP

&L

512

99-4

5303

512

99-4

5303

DP

&L

14"AC.

8"TC

42"

RC

P

8"

TC

8"TC

42"RCP

24"

8"TC

8"

TC

14"AC.

42"RCP

24" 24"

42"RCP

14"AC.14"AC.

8"TC

6"AC.

6"

CI

6"

CI

12" SHP 12" SHP12" SHP

12" SHP 12" SHP

12" S

HP

2" S

4" SHP

24" SHP 24" SHP

24" S

HP

26"

N

GA

S

26" 0 GAS

26" 0

GA

S

26" N GAS

26" 0 GAS

TH-11

TH-12

TH-13

TH-14

TH-16

TH-17

TH-18TH-21

492+00

493+00

494+00

495+00

508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00

PI 510

+00.00

PI 510

+53.00

PC 513

+65.15

PT 514

+56.02

PC 515

+71.

61

PT 516+21.83

POE 518+00.00

PI 514

+10.94

PI 5

16+00.6

4

9

CONSTRUCTION PLAN

MA

TC

HLIN

E S

TA

TIO

N

508+

00

N

1 19.20± 27'509+9725.35

NO. STATION OFFSETINV. EL.

CONVERT TO MANHOLE SCHEDULE

TOP EL.TYPE

*

* - SIZE OF MANHOLE TO MATCH EXISTING INLET BOX SIZE

CMH

1

A

O

A

C

A

C

A

C

A

C

A

C

A

C

NO. ITEM DESCRIPTION / TYPE LENGTH

CURB SCHEDULE

NO. QTY. DESCRIPTION NOTES

FENCE SCHEDULE

RM

C

CR

2

CR

4

C

12

C

16

1 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)

2

F

A

C

SSMH

BOXVALVE

SSMH

SSMH

SSMH

SSMH

GV

A

C

GV

NO. ITEM DESCRIPTION / TYPE LENGTHOFFSETBEGIN STA.

GUARDRAIL SCHEDULE

GR

1

GR

2

GR

3

RM

CGUARDRAIL

1 513+16.13END TREATMENT ATTENUATOR, TYPE 1-31 15.00' A

3 516+55.27END TREATMENT ATTENUATOR, TYPE 1-31 15.33' A

A - LENGTH PER STANDARD DETAILS

2 513+66.13GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 * 312.50

* - OFFSET VARIES (SET FACE OF G/R FLUSH WITH FACE OF EXISTING CURB)

DND FENCE

C

17

A

C

A

OGV

WITH TYPE 1 GRATE

REPLACE GRATE

INLET -

FRAMEWITH TYPE 3 GRATE & REPLACE FRAME & GRATE INLET -

WITH TYPE 1 GRATE

REPLACE GRATE

INLET -

WITH TYPE 1 GRATE

REPLACE GRATE

INLET -

**

TO 2" CURB FACE.

MEET EXISTING CURB. TRANSITION FROM EXISTING CURB FACE

** - REMOVE EXISTING BLUESTONE CURB. TRANSITION TO

UTILITY GRND EL. COVER O.D. & MATERIAL

UTILITY TEST HOLE SCHEDULE

NO. STATION OFFSET

2

2 2 CHAINLINK FENCE, 5 FT. HIGH (ITEM 727009)




37 LF

19 LF STA. 513+84.2, 26.66' RT. TO STA. 514+02.0, 28.47' RT.

STA. 514+02.0, 28.47' RT. TO STA. 515+01.6, 26.00' RT.

STA. 515+01.6, 26.00' RT. TO STA. 515+81.7, 28.17' RT.

105 LF

87 LF

12 LF *

* - MEET EXISTING

*

STA. 515+81.7, 28.17' RT. TO STA. 515+88.5, 27.21' RT. ±

STA. 513+50, 35.15'± RT. TO STA. 513+84.2, 26.66' RT.

C

13





14 PORTLAND CEMENT CONCRETE CURB, TYPE 1-4 10' *

*

C

14

C

15

INTERSECTING SIDEWALK.

TRANSITION FROM EXISTING CURB FACE TO FLUSH AT

* - REMOVE EXISTING CURB AND ADJACENT CONCRETE.


WATER 3.44' 6" CITH-11 25.2322.60'L509+48.18

GAS 4.19' 12" BLK STEELTH-12 25.2030.93'L509+46.35

N 3.35' 6" BLACK METALTH-13 24.8124.52'R510+54.34

O 3.10' 6" BLACK METALTH-14 24.4720.92'R510+51.48

GAS 2.82' 12" BLK STEELTH-16 27.3218.78'R515+99.34

GAS 2.47' 12" BLK STEELTH-17 28.4410.26'R516+52.30

WATER 3.42' 6" CITH-18 25.668.20'R515+76.12

FENCE

1

F

3

F

4

F

5

F

IP

15 PORTLAND CEMENT CONCRETE CURB, TYPE 1-4 8.5'

A

O

A

O

BOXVALVE

A

CSSMH

EXISTING FENCE DURING CONSTRUCTION.

REMOVAL AND REPLACEMENT OF

SEE NOTES ON SHEET 17 FOR

A

O

A

C

THE LINE.

WILL INSTALL A STEEL SPLIT CASING TO PROTECT

ARE WITHIN ONE FOOT OF THE GAS MAIN DELMARVA

THE GAS LINE IS NOT IN CONFLICT. IF THE POST

THE PROPOSED GUARDRAIL POSTS TO VERIFY THAT

TEST HOLES (ITEM NO. 202573) IN THE AREA OF

(NEAR STA 515+60) THE CONTRACTOR SHALL PERFORM

WHERE THE GAS LINE CROSSES UNDER THE GUARDRAIL NOTE:


THR

OAT

WM

JP

+

TRAV. PT 200

30"RCP

GRAVEL

TRAV. PT 203

5' CHAIN LINK

30"RCP

CONC

MAC

15"RCP

4' SPLIT RAIL

CO

NC

30"RCP

15"RCP

CO

NC

5' CHAIN LINK

15"RCP

MAC

30"RCP 30"RCP

FO

RR

ES

T

AV

E

PY

RA

MID

AV

E

CH

APEL

AV

E


CO

NC

IN CONC3IN IP

TOP OF CONC DITCH

TOP OF CONC DITCH

GO

VERN

OR

PRIN

TZ B

LVD.

48"R

CP

42"RCP

42"R

CP

48"RCP

CO

NC

CO

NC

499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00

PI 505

+00.00

PO

B 498

+50.00



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

10

MA

TC

HLIN

E S

TA

TIO

N

508+

00

N

GRADES & GEOMETRICS

STATION OFFSETPOINT NO.

COORDINATE LIST

EASTINGNORTHING

60000

MEET EXISTING

21.6120.9920.20 22.25 22.81 23.51 24.04 24.57 24.99 25.24 25.36 25.35

25.67 25.58 25.4725.40

25.36

25.25

25.60

25.48

25.45 25.50 25.55 25.58 25.6223.16 23.5823.73 25.37

60001

60002

60003

60004

60008

R=10'60006 60007

60010 R=10'

60009

60005 R=5'

60011

60009

60016

26.13

60015

60013

60017

R=10'

60014

R=10'

61006

61005

61007

6100861004

61009MEET EXISTING 61016

61015

61014

61013

MEET EXISTING

61012

61017

MEET EXISTING

61018

61001

61002

61003

61000

MEET EXISTING

R=15'


COORDINATE LIST

EASTINGNORTHING

61011

61010

6101961020

61021

60011

25.40

26.07

26.1725.57

25.4725.49

25.59

26.4026.42

26.25

26.14

5'

5'

7.2'8'

5'

10'

10'

8.5' 7.7'

5'

61021 507+59.11 -12.6171 654555.6336 645287.1118

61020 507+46.58 -23.5000 654556.4403 645270.5387

61019 507+19.58 -23.5000 654539.7428 645249.3201

61018 506+73.52 -11.5296 654501.8526 645220.5272

61017 506+30.07 -11.4209 654474.9016 645186.4545

61016 506+28.20 -21.0000 654481.2692 645179.0564

61015 506+25.11 -26.0000 654483.2871 645173.5354

61014 505+84.05 -26.0000 654457.8962 645141.2696

61013 505+77.41 -21.0000 654449.8598 645139.1424

61012 505+75.08 -11.1516 654440.6812 645143.4040

61011 504+93.66 -18.5000 654396.1062 645074.8768

61010 504+60.55 -18.5000 654375.6290 645048.8551

61009 503+64.04 -11.0809 654310.1184 644977.6035

61008 503+61.45 -21.0000 654316.3068 644969.4278

61007 503+59.80 -26.0000 654319.2155 644965.0388

61006 503+20.63 -26.0000 654294.9960 644934.2615

61005 503+12.79 -21.0000 654286.2167 644931.1902

61004 503+09.26 -11.0051 654276.1790 644934.5969

61003 502+29.64 -21.0000 654234.7955 644865.8459

61002 502+29.64 -36.0000 654246.5833 644856.5698

61001 502+14.64 -36.0055 654237.3115 644844.7786

61000 502+12.54 -39.9080 654239.0819 644840.7179

STA. 504+93.66 RIGHTCURB RAMP GRADING DETAIL (NTS)

60017 507+95.69 13.5000 654557.7364 645332.0166

60016 507+95.69 23.5000 654549.8778 645338.2007

60015 507+88.62 20.5711 654547.8067 645330.8325

60014 507+78.91 25.0000 654538.3195 645325.9383

60013 507+85.98 17.9289 654548.2491 645327.1223

60012 507+78.91 15.0000 654546.1780 645319.7542

60011 507+59.10 15.0000 654533.9304 645304.1903

60010 506+94.76 45.7500 654469.9736 645272.6403

60009 506+94.76 35.7500 654477.8321 645266.4562

60008 506+80.98 31.2500 654472.8499 645252.8483

60007 506+87.87 38.5000 654471.4117 645262.7443

60006 506+80.98 41.2500 654464.9913 645259.0324

60005 506+73.65 20.0000 654477.1542 645240.1262

60004 506+73.65 15.0000 654481.0834 645237.0341

60003 506+68.65 20.0000 654474.0621 645236.1969

60002 506+68.65 33.0000 654463.8460 645244.2362

60001 506+57.48 33.0000 654456.9390 645235.4590

60000 500+99.48 33.0000 654111.8659 644796.9518

26.52 26.50

5'


+++

+

+

+

+

+

++

+

6' IR

ON

6' PRIVACY

CONC

MAC

+

6' PRIVACY

CO

NC

5' CHAIN

LINK

+MAC

6'

CH

AIN

LIN

K

CONC

CO

NC

CONC

TRAV. PT 205

TRAV. PT 204


CA

STLE

AV

E

ROUTE 495


MA

NO

R

AV

EN

UE

TOP OF

CONC DIT

CH

TOP OF

CONC DIT

CH

CONC DIT

CH

ST

ON

E

CU

RB

ST

ON

E

CU

RB

WISTAR STREET



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

490+00

491+00

492+00

493+00

494+00

495+00

508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00

11

MA

TC

HLIN

E S

TA

TIO

N

508+

00

N


COORDINATE LIST

EASTINGNORTHING

GRADES & GEOMETRICS

EXISTINGMEET

MEET EXISTING

23.35

46.00 RT.

23.20

46.00 RT.

23.00

46.00 RT.

22.91

(MEET EXISTING SLOPE)75.50 RT.

20'

4'

24.8924.76

24.79

24.85

24.81

24.77

24.71 24.49

24.45

24.38

24.3324.28

24.23 24.12 24.01 24.07 23.89 23.95

24.12

23.65

24.71

25.68

26.9

2

25.21 25.10 24.85 24.68

MEET EXISTING

24.73 24.60

60035

60036

60038

60039

60040 R=10'

60037R=10'

60041

60023

60025

60024

60026

60027 R=10'

R=10'60030

60028

60029 R=10'

60032

60033

60034

60031

60042

60043

60044 R=5'

60045

60046

60048

60047

60051

60050

60053

60049

R=20'

R=25'

6005260054

60055

60056 R=100'

60057

60058

60059

60060

R=55'

R=32'R=25'&

7'

5'

25.09

61033

61024

61023

MEET EXISTING

61027

61026

61025

61022

EXISTINGMEET

61028

61032

61031

61030

61029

R=13'


COORDINATE LIST

EASTINGNORTHING


COORDINATE LIST

EASTINGNORTHING

R=10'

60060 516+00.84 -33.2852 655100.1085 645877.7861

60059 516+19.85 20.8851 655133.1992 645921.7179

60058 515+74.59 20.1672 655068.3166 645922.6667

60057 515+01.75 20.0000 655007.6556 645879.6966

60056 513+99.75 -78.5288 654995.8402 645745.8228

60055 514+14.69 20.5870 654935.8314 645825.8162

60054 513+89.00 21.0132 654916.3283 645806.4682

60053 513+39.20 45.0000 654865.2520 645780.7255

60052 513+39.20 25.0000 654881.1544 645768.5964

60051 513+26.45 29.5858 654869.7797 645761.2447

60050 513+35.96 45.0000 654863.2892 645778.1520

60049 513+35.96 20.0000 654883.1671 645762.9907

60048 513+06.06 4.9230 654877.0239 645730.0755

60047 513+21.01 24.9615 654870.1566 645754.1138

60046 513+06.44 29.9202 654857.3776 645745.5357

60045 510+25.21 33.7500 654683.7588 645524.9069

60044 510+20.21 20.0000 654691.4723 645512.4745

5'

60041 24.77

61033 509+71.77 -57.0000 654722.0270 645426.7896

61032 509+69.69 -37.0000 654705.0220 645437.5212

61031 509+69.69 -34.0000 654702.6644 645439.3764

61030 509+56.69 -34.0000 654694.6251 645429.1603

61029 509+56.69 -21.0000 654684.4090 645437.1996

61028 509+41.85 -11.8661 654668.0575 645431.1907

61027 508+90.30 -11.6218 654635.9820 645390.8253

61026 508+88.91 -21.0000 654642.4911 645383.9317

61025 508+84.90 -28.0000 654645.5192 645376.4604

61024 508+40.63 -28.0000 654618.1420 645341.6704

61023 508+32.64 -21.0000 654607.6973 645339.7170

61022 508+30.90 -11.5157 654599.1675 645344.2142

25.47

25.3724.79

24.89

25.7225.76

24.93

24.8325.52

25.62

5'

10'

10'

5'

5'

8.3' 7'

STA. 509+41.85 LEFTCURB RAMP GRADING DETAIL

24.93

25.0125.04

24.96

24.80

24.70

24.67

24.77

61028

24.68

5' 5'

2.1'

STA. 509+41.85 RIGHTCURB RAMP GRADING DETAIL (NTS)

60043 510+25.21 20.0000 654694.5643 645516.4037

60042 510+20.21 15.0000 654695.4016 645509.3824

60041 509+41.85 15.0000 654646.9447 645447.8050

60040 509+30.35 25.0000 654631.9744 645444.9518

60039 509+30.35 15.0000 654639.8329 645438.7677

60038 509+23.28 17.9289 654633.1584 645435.0221

60037 509+13.57 13.5000 654630.6322 645424.6501

60036 509+20.64 20.5711 654629.4481 645434.5797

60035 509+13.57 23.5000 654622.7736 645430.8342

60034 513+06.55 36.9194 654851.8766 645749.8646

60033 510+11.84 30.7500 654677.8473 645512.5435

60032 510+11.84 40.7500 654669.9887 645518.7276

60031 510+05.52 38.5000 654667.8488 645512.3699

60030 509+90.00 38.7500 654658.0563 645500.3302

60029 509+96.32 31.0000 654668.0548 645500.5039

60028 509+90.00 28.7500 654665.9149 645494.1461

60027 509+59.55 38.7500 654639.2257 645476.4009

60026 509+59.55 28.7500 654647.0842 645470.2168

60025 509+44.35 25.7500 654640.0428 645456.4176

60024 509+51.95 32.2500 654639.6342 645466.4092

60023 509+44.35 35.7500 654632.1842 645462.6017

25.8225.86

5'


WM

JP

505+00

25.11

25.30

25.08

25.53

25.24

25.28

25.98

25.24

26.04

25.5024.77

24.78 25.22

25.02

24.7724.82

25.5324.80

24.8625.32

30.06

24.82

24.78

25.0024.91

24.97

24.97

25.16

25.6

24.9224.9025.14

24.7525.43

24.9124.95

25.35 24.62

25.1725.15 30.93

25.03

25.04

25.45 25.49

25.1

25.1

504+50 505+50

504+00

CO

NC C

ON

C

15"RCP

15"RCP

30"RCP

PY

RA

MID

AV

E

C.B.

C.B.

C.B.

C.B.

30"RCP


8"TC

8"

TC

6"AC.

12" SHP

12" SHP

12" SHP


6"AC.6"AC.

6"AC.

4" SHP4" SHP 4" SHP

4" SHP

4" SHP

8"TC8"TC8"TC8"TC

4" S

HP

6"AC.

MF 5592

D.R. 20091201 -0075796

T.P. 06-085.00-134

ABU SAYED

MF 5592

D.R. 20070123 -0007056

T.P. 06-085.00-143


EXISTING R/W

EXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

PI 505

+00.00



NEW CASTLE

T201201102

27

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

25.20

MEET EXISTING

SIDEWALK GRADING DETAILS

GRADES & GEOMETRICS12

6105361041

61057

61059

61061

61064

61063

61062

61058

61056

61054

61055

61060

25.17

25.06

25.15

25.44

25.54

25.56

25.46

25.58

25.60

25.42

25.32

25.52

25.4224.93

24.96

SCALE

FEET

0 5 10 15

25.30 25.20

25.10

25.37

25.27

25.48

MEET EXISTING

5'

5'

5'

61040

8.2'

3.6'

61042

61044

61048

61045

61046

61050

61049

61047

R=10'

R=10'

61051

61043

R=5'

61052

8'

3.5'

5'

5'

5'

N


COORDINATE LIST

EASTINGNORTHING


COORDINATE LIST

EASTINGNORTHING

5'

61051 504+59.38 -52.4785 654401.6062 645026.9212

61050 504+61.80 -38.3254 654391.9841 645037.5799

61049 504+58.70 -41.8849 654392.8594 645032.9363

61048 504+59.60 -32.1258 654385.7504 645039.6833

61047 504+56.51 -36.2669 654387.0954 645034.6962

61046 504+48.72 -42.5274 654387.1930 645024.6967

61045 504+51.80 -38.3863 654385.8480 645029.6838

61044 504+55.42 -26.9172 654379.0710 645039.6181

61043 504+59.32 -23.7869 654379.0222 645044.6179

61042 504+54.32 -23.7869 654375.9302 645040.6886

61041 504+49.32 -21.0000 654370.6480 645038.4828

61040 504+49.32 -16.0000 654366.7188 645041.5748

25.41

R=5'

61065

R=10'

R=5'

61065 505+01.52 -39.4709 654417.4484 645068.0868

61064 504+95.13 -53.3290 654424.3833 645054.4902

61063 504+91.51 -42.0052 654413.2439 645058.6458

61062 504+91.53 -39.3955 654411.2052 645060.2751

61061 504+95.06 -41.4381 654414.9940 645061.7867

61060 505+00.06 -41.4077 654418.0621 645065.7348

61059 504+96.07 -38.3862 654413.2240 645064.4725

61058 504+93.56 -33.4280 654407.7723 645065.5623

61057 505+02.73 -29.6130 654410.4443 645075.1269

61056 504+98.74 -26.5915 654405.6062 645073.8647

61055 504+94.76 -23.5701 654400.7682 645072.6024

61054 504+99.76 -23.5701 654403.8602 645076.5317

61053 505+04.76 -21.0000 654404.9325 645082.0504

61052 505+04.76 -16.0000 654401.0033 645085.1424


WM

JP

CH

APEL

AV

E

C.B.

15"

RC

PC

ON

C

30"RCP

CO

NC

30"RCP

25.65

25.63

25.91

26.23

26.27

25.78

25.7426.01

26.41

26.35

29.72

26.3126.41

29.91

25.49

25.58

25.80

25.46 25.69

25.83

25.38

26.08

26.09

25.41

25.76

25.53

25.48

25.37

25.33

25.69

26.16

25.97


C.B.

DP&L

51236-45252

12" SHP

4" SHP

6"AC.

8"TC

12" SHP

8"

TC

4" SHP

8"TC

6"AC.

4" SHP

8"TC

6"AC.

4" SHP

8"TC

6"AC.

4" SHP8"TC

6"AC.

4" SHP8"TC

6"AC.

12" SHP 12" SHP 12" SHP 12" SHP

MF 5592

D.R. 1652 165

T.P. 06-085.00-144

HUSBAND AND WIFE

KAMINI PATEL & DUSHYANT PATELMF 5592

D.R. 20110708 -0034146

T.P. 06-085.00-154

SJ INVESTMENT GROUP INC


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

THR

OAT



NEW CASTLE

T201201102

27

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

SIDEWALK GRADING DETAILS

GRADES & GEOMETRICS13

SCALE

FEET

0 5 10 15

507+00 508+00

26.1225.68

25.72

25.96

26.06

26.06

26.16

25.88

25.8

0

26.09

26.18

26.1226.20

MEET EXISTING

26.22

61080 61082

61081

61084

6108361085

R=10'

R=10'

61086

61097

61096

61095

61094

61092

R=5'

R=10'

61093

61091

61089

61090

61088

R=5'

5'

5'

5'

5'

5' 5

'

5'

5'

7.1'

4.5'

61100

61102

61103

61104

61106

61107

61105

61108

61109

61110

61101

61112

R=10'

61115

R=10'

R=10'

R=5'

6111661114

5'

5'

5'5'

9.1'

7.4'

11.1'

8.5'

25.50

25.53

25.44

25.40

25.50

25.6425.56

26.0625.96

26.06 26.16

25.62

25.8625.64

26.00

26.10

25.93

26.0

2

61113

61111

5'

MEET EXISTING

61098

61087


COORDINATE LIST

EASTINGNORTHING


COORDINATE LIST

EASTINGNORTHING

N

61099

61097 507+15.28 -50.7800 654558.5214 645229.0703

61096 507+14.25 -41.7218 654550.7659 645233.8623

61095 507+09.28 -42.2868 654548.1377 645229.6088

61094 507+13.65 -39.8610 654548.9350 645234.5448

61093 507+17.77 -39.5589 654551.2429 645237.9661

61092 507+07.77 -39.5617 654545.0611 645230.1058

61091 507+16.51 -34.7099 654546.6558 645239.9778

61090 507+14.19 -30.5339 654541.9410 645240.7394

61089 507+18.56 -28.1080 654542.7384 645245.6754

61088 507+13.56 -28.1080 654539.6463 645241.7462

61087 507+13.56 -26.0000 654537.9897 645243.0498

61086 507+13.56 -21.0000 654534.0605 645246.1418

61085 507+01.38 -21.0000 654526.5266 645236.5680

61084 507+01.38 -11.0000 654518.6681 645242.7522

61083 506+98.96 -20.7014 654524.7921 645234.8467

61082 506+80.73 -21.2986 654513.9897 645220.1537

61081 506+78.30 -31.0000 654520.1137 645212.2483

61080 506+78.30 -21.0000 654512.2552 645218.4324

61116 507+87.84 -21.0000 654579.9908 645304.5085

61115 507+87.84 -31.0000 654587.8493 645298.3244

61114 507+85.40 -21.3000 654578.7232 645302.4126

61113 507+67.23 -20.7000 654567.0126 645288.5013

61112 507+64.80 -11.0000 654557.8865 645292.5896

61111 507+64.80 -21.0000 654565.7450 645286.4055

61110 507+50.81 -49.4639 654579.4626 645257.8099

61109 507+48.26 -40.6733 654570.9792 645261.2441

61108 507+51.65 -41.8513 654573.9970 645263.1743

61107 507+56.62 -42.3968 654577.4993 645266.7427

61106 507+58.26 -40.7247 654577.2035 645269.0708

61105 507+53.05 -38.8886 654572.5392 645266.1125

61104 507+51.14 -33.7082 654567.2833 645267.8105

61103 507+58.73 -33.1276 654571.5202 645274.1334

61102 507+55.16 -29.6194 654566.5600 645273.5032

61101 507+51.60 -26.1111 654561.5999 645272.8731

61100 507+56.60 -26.1111 654564.6919 645276.8023

61099 507+56.60 -26.0000 654564.6046 645276.8710

61098 507+56.60 -21.0000 654560.6754 645279.9631

R=5'


14

CONSTRUCTION DETAILSSCALE AS NOTED

N.T.S.

PARKING BUMPER LAYOUT DETAIL

3'

1'6'

18'

8'

PARKING BUMPER

PROPOSED SIDEWALK



NEW CASTLE

T201201102

27

WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

STRIPING (ITEM 748548)

5" SOLID WHITE EPOXY RESIN PAVEMENT


NOT TO SCALE

FLAGGER LOCATION

CONSTRUCTION SAFETY FENCE

CONSTRUCTION SAFETY FENCE / LENGTH

TRUCK WITH MOUNTED ATTENUATOR

WORK AREA - ACTIVE PHASE

TEMPORARY CONSTRUCTION

TEMPORARY PAVEMENT MARKING ARROW

ROAD WORK

END

PHASE

CONCRETE SAFETY BARRIER - PORTABLE

CONSTRUCTION PHASING & M.O.T

BARRICADE, TYPE 3

CONSTRUCTION WARNING SIGN

PHASING TRAFFIC FLOW ARROW

DRUM - TRAFFIC CONTROL

CRASH CUSHION ARRAY

CONSTRUCTION WARNING SIGN LOCATION

CSF

XXX

CSF

15

MAINTENANCE OF TRAFFIC NOTES

PROJECT NOTES FOR SEDIMENT AND STORMWATER MANAGEMENT

EROSION CONTROL PLANSCONSTRUCTION PHASING, MOT &

DWB

SILT FENCE / LENGTH

SILT FENCE - REINFORCED

ED

PST

RSF

SB

SBD

SCE

SF

ST

ST

ST

SW

TSD

SEDIMENT TRAP / NUMBER

EARTH DIKE

STONE CHECK DAM

TEMPORARY SWALE

INLET SEDIMENT CONTROL

PERIMETER DIKE/SWALE

PORTABLE SEDIMENT TANK

SANDBAG DIKE

SANDBAG DIVERSION

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE

SEDIMENT TRAP

SEDIMENT TRAP PIPE OUTLET

STILLING WELL

TEMPORARY SLOPE DRAIN

SF

ST

EROSION & SEDIMENT CONTROL

SEDIMENT TRAP WITH INLET AS OUTLET

DEWATERING BASIN

DEWATERING BAG

TURBIDITY CURTAIN / LENGTH

TURBIDITY CURTAINT

SP SUMP PIT

SILT FENCE SHALL HAVE SEDIMENT REMOVED WHEN IT REACHES 50 PERCENT OF THE HEIGHT OF FENCE.

SEDIMENT REMOVAL:2.

AT THE END OF EACH WORKDAY.

PROJECT. ALL PAVED SURFACES ADJOINING THE PROJECT LIMITS SHALL BE LEFT IN A BROOM CLEAN CONDITION

IT IS INTENDED THAT MUD TRACKING BE ELIMINATED ON ALL STATE MAINTAINED ROADWAYS ADJOINING THE

CONSTRUCTION ENTRANCES:1.

CONSTRUCTION ACTIVITIES PRIOR TO CONSTRUCTION PHASING & MOT

DETERMINED BY THE ENGINEER.

MESSAGE SIGNS AT LOCTIONS DIRECTED BY THE ENGINEER. SIGN MESSAGE TO BE

TWO WEEKS PRIOR TO START OF CONSTRUCTION, INSTALL PORTABLE CHANGEABLE 4.

INSTALL ADVANCE SIGNS.3.

AS NECESSARY (DURING CONSTRUCTION PHASING AND MOT.)

PERFORM UTILITY COMPANY OR CONTRACTOR ADJUSTMENT OF UTILITY FACILITIES 2.

PROVIDE ROW STAKEOUT.1.

TRAFFIC OFFICERS SHALL BE USED ONLY AS DIRECTED BY THE ENGINEER.5.

APPROVED BY THE ENGINEER.

LENGTH OF WORK ZONE AND LOCATION OF TA-10 TAPERS CAN BE ADJUSTED IN THE FIELD AS 4.

SIGNS IN THE APPROPRIATE LOCATION.

BY THE ENGINEER; OR CONCRETE MEDIANS PREVENT THE INSTALLATION OF THE PERMANENT

CONTRACTOR CAN DEMONSTRATE THAT A UTILITY CONFLICT EXISTS, WHICH SHALL BE VERIFIED

WORK AREA. THE USE OF SKID MOUNTED SIGN SUPPORTS IS NOT ALLOWED UNLESS THE

AREA AND AN "END ROAD WORK" SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM OF THE

SIGN SHALL BE PLACED AT A DISTANCE NOT LESS THAN 500 FEET IN ADVANCE OF THE WORK

WORK AREA. ON INTERSECTING ROADWAYS WITHIN THE PROJECT LIMITS, A "ROAD WORK AHEAD"

DIRECTIONS. AN "END ROAD WORK" SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM FROM THE

"ROAD WORK AHEAD" SHALL BE INSTALLED IN ADVANCE OF THE WORK AREA IN BOTH

WITHIN THE MAINLINE WORK AREA, PERMANENT ADVANCE WARNING SIGNS WITH THE LEGEND 3.

DELAWARE MUTCD.

VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH TABLE 6G-1 OF THE

WOULD BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL ITEM.

EVENTUALLY UTILIZED AS PART OF A PERMANENT ROADWAY AT WHICH TIME THE MATERIAL

ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP-OFFS, UNLESS THE MATERIAL IS

PAY ITEM. NO SEPARATE PAYMENT SHALL BE MADE FOR MILLINGS OR GABC TEMPORARY

AND USED IN THE NEXT SEGMENT AND SHALL BE INCIDENTAL TO THE PARTICULAR BASE COURSE

6G-1 AND SHALL BE COMPACTED. EXCESS BASE COURSE MATERIAL SHALL BE PUSHED AHEAD

COURSE MATERIAL SHALL BE PLACED AT NO GREATER THAN THE SLOPE SPECIFIED IN TABLE

ACCESS SHALL BE INCIDENTAL TO ITEM NO. 743000 - MAINTENANCE OF TRAFFIC. THE BASE

BETWEEN TRAVEL LANES AND PAVEMENT BOX, EDGE OF TRAVELWAY, DRIVEWAY OR ENTRANCE

GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET

E. EDGE OF ROADWAY DROPOFF

PROPOSED ROAD CONSTRUCTION

EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY(LANE, SHOULDER, OR TURN LANE) AND THE D.

LOW VOLUME ACCESS RAMPS (IDENTIFIED IN THE CONTRACT DOCUMENTS)C.

ENTRANCESB.

DRIVEWAYSA.

MATERIAL FROM UNRAVELING:

PATCH. ALL MILLINGS AND GABC WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE

NOTED IN THE PLANS OR DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE OR COLD

BUSINESS, RESIDENCE, OR EDGE DROP OFF NEEDS TO BE MAINTAINED UNLESS OTHERWISE

MILLINGS OR GABC SHALL BE USED AT THE FOLLOWING LOCATIONS WHERE ACCESS TO A

MILL BITUMINOUS CONCRETE SHALL BE PAID UNDER THE BITUMINOUS CONCRETE MILLING ITEM.

BITUMINOUS CONCRETE WEDGE SHALL BE PAID AS NOTED IN THE CONTRACT DOCUMENTS. TAPER

APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, BITUMINOUS CONCRETE, OR

BITUMINOUS CONCRETE WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT DOCUMENTS OR

DESIGNATED TO BE USED IN THE CONTRACT PLANS. USE COLD PATCH, BITUMINOUS CONCRETE,

DROP-OFFS (MILLING AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS OTHERWISE

SURFACE, POTHOLE REPAIR, TAPERED EDGE FOR UTILITIES, BUTT JOINTS, AND LONGITUDINAL

ENTRANCES AND ACCESS RAMP FOR THE PURPOSE OF PROVIDING A TEMPORARY ROADWAY

THE USE OF MILLINGS AND GABC IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH VOLUME 2.

AVENUE FROM 8AM TO 3PM, MONDAY THROUGH FRIDAY

LANE CLOSURES ARE PERMITTED ON GOVERNOR PRINTZ BOULEVARD EXTENSION AND MANOR

EACH WORKDAY.

TA-10 OF THE DELAWARE MUTCD. ALL LANE CLOSURES SHALL BE REMOVED AT THE END OF

MAINTENANCE OF TRAFFIC DURING LANE CLOSURES SHALL CONFORM TO TYPICAL APPLICATION 1.



NEW CASTLE

T201201102

27

WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A


500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00

PI 505

+00.00

DP&L

51236-45252

DP&L

51201

14"AC. 14"AC.14"AC.

42"RCP

24"24"

8"TC

8"

TC

8"TC8"TC8"TC

8"

TC

8"

TC

8"

TC

42"RCP

14"AC.

14"AC.

24" 24"

42"RCP 42"RCP

24"

42"RCP

8"TC 8"TC

42"RCP

24"

6"AC.6"AC.6"AC.

6"AC.

12" SHP 12" SHP

12" SHP 12" SHP 12" SHP

4" SHP4" SHP

4" SHP4" SHP 4" SHP

24" SHP 24" SHP24" SHP 24" SHP 24" SHP

24" SHP

26" N GAS

26" N GAS

26" 0 GAS

26" 0 GAS

EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WEXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

T.P. 06-085.00-142

T.P. 06-085.00-141

T.P. 06-085.00-140

T.P. 06-085.00-139

T.P. 06-085.00-073


64-01-062

STATE OF DELAWARE

MF 680

D.R. 2331 69

T.P. 06-084.00-648


MF 5592

D.R. 1204 163

T.P. 06-085.00-133

HUSBAND & WIFE

JEAN C. BLAIER


MF 5592

D.R. 20091201 -0075796

T.P. 06-085.00-134

ABU SAYED

MF 5592

D.R. 20070123 -0007056

T.P. 06-085.00-143


MF 5592

D.R. 1652 165

T.P. 06-085.00-144

HUSBAND AND WIFE


MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE1-L

2-L 3-L

4-L

5-L

1-R

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

+

+

+

+

TRAV. PT 200

GRAVEL

TRAV. PT 203

5' CHAIN LINK

CONC

MAC

28"MAPLE

MAC

+

4' SPLIT RAIL

CO

NC

CO

NC

5' CHAIN LINK

MAC

CONC

TRAV. PT 202

FO

RR

ES

T

AV

E

PY

RA

MID

AV

E

CH

APEL

AV

E


CO

NC

WO

ODS

32"MAPLEGRASS

GRASS

IN CONC3IN IP

CO

NC CO

NC

CO

NC

CO

NC



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

509+00 510+00 511+00 512+00

PI 510

+00.00

14"AC.

42"RCP

24"

8"TC

8"

TC

24"

42"RCP

14"AC.14"AC.

6"AC.

12" SHP12" SHP

4" SHP

24" SHP

26" 0 GAS

26" N GAS

26" 0 GAS


27"RCP

=21.01'

27"RCP

=21.08'

INV EL

=19.20'

6' PRIVACY

15"RCP

BLOCK GARAGE

DIR. ONLY

18"RCPINV EL=19.22'

6' PRIVACY

20"GUM

INV EL=19.09'

INV EL=20.41'

18"RCP

INV EL=19.08'

INV ELINV EL

=20.51'

6"DOGWOOD

INV EL

=18.61'

6'

CH

AIN

LIN

K

INV EL=20.74'

15"MAPLEINV EL INV EL

=18.62'

INV EL

=20.74'

6"-8"CEDARS

INV EL=19.25'

METAL SHED

30"RCP TRAV. PT 201

RCP

15"

CA

STLE

AV

E


1"PIPE1"PIPE

6"DOGWOOD3"PIPE

3"PIPE LEANING

STEEL PIPE

5-L

PI 510

+53.00

16

MA

TC

HLIN

E S

TA

TIO

N

509+

00

N

PHASE 1

L

PHASE 1

EROSION CONTROL PLANS

CONSTRUCTION PHASING, MOT &

MA

TC

HLIN

E S

TA

TIO

N

509+

00

(WORKING HOURS)PLASTIC DRUM

(NON-WORKING HOURS)PLASTIC DRUM

(NTS)

PHASE 1 TYPICAL SECTION

(WORKING HOURS)TRAFFIC

(NON-WORKING HOURS)TRAFFIC


LBCONSTRUCTION

THE ENGINEER.

REMOVE E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS DETERMINED BY 6.

PLACE TOPSOIL, SEED AND MULCH.5.

CONSTRUCT SIDEWALK, CURB AND ROADWAY PATCH. (LEFT OF B)4.

ARE LEFT AT THE END OF THE WORK DAY.

BE BROUGHT UP TO GRADE OR COVERED SO THAT NO VERTICAL DIFFERENCES

REMOVE EXISTING INLET AND CONSTRUCT NEW INLET (507+50 LEFT). AREA MUST 3.

INSTALL E&S DEVICES AS SHOWN.2.

SET-UP MOT DEVICES AND SIGNS (USE DELDOT TA-10). 1.


508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00

PI 510

+00.00

PI 510

+53.00

PC 513

+65.15

PT 514

+56.02

PC 515

+71.

61

PT 516+21.83

POE 518+00.00

PI 514

+10.94

PI 5

16+00.6

4

51293-4

5313 DP

&L

51296-4

5315

42"R

CP

DP&L

51236-45252

DP

&L

512

99-4

5303

512

99-4

5303

DP

&L

14"AC.

8"TC

42"

RC

P

8"

TC

8"TC

42"RCP

24"

8"TC

8"TC

8"

TC

14"AC.

42"RCP

24" 24"

42"RCP

14"AC.14"AC.

8"TC

6"AC.

6"

CI

6"

CI

6"AC.


12" SHP 12" SHP

12" S

HP

2" S

4" SHP

24" SHP 24" SHP

24" S

HP

26"

N

GA

S

26" 0 GAS

26" 0

GA

S

26" N GAS

26" 0 GAS

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTIN

G R/

W

EXISTING R/W


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

47.0

0'

47.0

0'


64-01-062

STATE OF DELAWARE

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN


MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

MF 325

D.R. 2

0090331 -0018338

T.P. 0

6-085.0

0-111

DA

N

WE

BE

R

MF 325

D.R. 2

194

18

T.P. 0

6-085.0

0-113

DA

WN

E.

HO

WE

R

MF 325

D.R. 20140501-0018017

T.P. 06-085.00-115

SCHANTZ


MF 325

D.R. R100 298

T.P. 06-085.00-117



MF 20060622-0059760

D.R. 20121214-0073877

T.P. 06-072.00-025

THE ARCHMERE FUND

ALLEY

4-L

5-L

1-R

MF 325

D.R. 2

014

1113- 005097

5

T.P. 0

6-085.0

0-112

JO

HN

VA

NV

UR

ES,

TR

US

TE

E

MF 325

D.R. 20150909-0045953

T.P. 06-085.00-116

DONNA SHERWOOD

MF 20051206-0125949

D.R. 20060505 -0043778

T.P. 06-085.00-169

VANESSA L. ROBINSON

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

EXIS

TIN

G

R/

W

+++

+

+

+

+

+

++

+

3"MAPLE

DL=5'

6' IR

ON

3"MAPLE DL=5'

GR

ANIT

E

CU

RB

6' PRIVACY

CONC

BLOCK GARAGE

28"MAPLE

MAC

+

12"MAPLE

26"MAPLE

6' PRIVACY

CO

NC

20"GUM

CO

NC

5' CHAIN

LINK

+

6"DOGWOOD

MAC

6'

CH

AIN

LIN

K

15"MAPLE

24"OAKCONC

CO

NC

6"-8"CEDARSMETAL SHED

3"CEDARS

GR

ANIT

E

CU

RB

CONC

TRAV. PT 205

TRAV. PT 204


CH

APEL

AV

E

CA

STLE

AV

E

ROUTE 495


MA

NO

R

AV

EN

UE

1"PIPE1"PIPE

2"PIPE

1"PIPE

2"PIPE

1"PIPE- LEANING

10" WALNUT

12" L

OC

UST

10" L

OC

UST

DL=50'

12" W

ALN

UT

8" W

ALN

UT

18"

WALN

UT

8" LO

CUST

6" LO

CUST

10" LO

CUST

DL=10'

WO

ODS

32"MAPLEGRASS

GRASS8" PINE

GRASS

GRASS

GR

ASS

WOODS

WOODS

1"PIP

E

WOODS

GRASS

6"DOGWOOD

1"PIPE


STEEL PIPE

1" OPEN

5-L



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

17

N

PHASE 2

PHASE 2



L

(NTS)

PHASE 2 TYPICAL SECTION

LBCONSTRUCTION

SF

715

8'






TYPICAL

18' T

YPIC

AL

SIDEWALK

SIDEWALK

PARKING AREA (NTS)

PHASE 2 TEMPORARY STRIPING DETAIL

REMOVE E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS DETERMINED BY THE ENGINEER.9.

INSTALL TEMPORARY STRIPING FOR PARKING AREA.8.

(LST-4 & LST-5).

REVISE THE TA-10 MOT SET-UP TO ENABLE THE CONSTRUCTION OF LIGHTING ON LEFT SIDE 7.


SHOWN ON PLANS.

CONSTRUCT NEW FENCE, REMOVE TEMPORARY FENCE AND REPLACE PERMANENT FENCE WHERE 5.

INSTALL LIGHTING ON RIGHT SIDE (LST-1, LST-2 & LST-3)4.

GRADING, ROADWAY PATCH, PAVEMENT WIDENING, GUARDRAIL, CURB & SIDEWALK (RIGHT OF B).

INSTALL TEMPORARY FENCE, REMOVE EXISTING FENCE WHERE SHOWN ON PLANS, CONSTRUCT 3.


FROM STA. 501+00 TO 507+00 ONLY.

SET-UP MOT DEVICES AND SIGNS (USE DELDOT TA-10). ALLOW PARKING ALONG RIGHT SIDE 1.

(ITEM 748019)TEMPORARY MARKINGS, PAINT, 4"

COST TO BE INCLUDED IN MOT LUMP SUM.

RESTORED.

REPLACE PERMANENT FENCE AFTER AREA IS

REMOVE TEMPORARY CHAIN LINK FENCE AND

MINIMUM REQUIRED TO CONSTRUCT THE WORK.

DETERMINED IN FIELD AND SHOULD BE THE

LENGTH OF FENCE REMOVAL TO BE

BLANKET MULCH INSTALLATION.

AND ITEM 908020 - EROSION CONTROL

FACILITATE GRADING, DITCH CONSTRUCTION

TEMPORARILY REMOVE EXISTING FENCE TO

IN-GROUND POSTS.

SECURE AREA. FENCE TO BE INSTALLED ON

INSTALL TEMPORARY CHAIN LINK FENCE TO

LST-1 LST-2

LST-3

LST-4

LST-5Unofficial Website Copy

DP&L

51236-45252

DP&L

51201

14"AC. 14"AC.14"AC.

42"RCP

24"24"

8"TC

8"

TC

8"TC8"TC8"TC

8"

TC

8"

TC

8"

TC

42"RCP

14"AC.

14"AC.

24" 24"

42"RCP 42"RCP

24"

42"RCP

8"TC 8"TC

42"RCP

24"

6"AC.6"AC.6"AC.

6"AC.

12" SHP 12" SHP

12" SHP 12" SHP 12" SHP

4" SHP4" SHP

4" SHP4" SHP 4" SHP

24" SHP 24" SHP24" SHP 24" SHP 24" SHP

24" SHP

26" N GAS

26" N GAS

26" 0 GAS

26" 0 GAS

EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WEXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

T.P. 06-085.00-142

T.P. 06-085.00-141

T.P. 06-085.00-140

T.P. 06-085.00-139

T.P. 06-085.00-073


64-01-062

STATE OF DELAWARE

MF 680

D.R. 2331 69

T.P. 06-084.00-648


MF 5592

D.R. 1204 163

T.P. 06-085.00-133

HUSBAND & WIFE

JEAN C. BLAIER


MF 5592

D.R. 20091201 -0075796

T.P. 06-085.00-134

ABU SAYED

MF 5592

D.R. 20070123 -0007056

T.P. 06-085.00-143


MF 5592

D.R. 1652 165

T.P. 06-085.00-144

HUSBAND AND WIFE


MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE1-L

2-L 3-L

4-L

5-L

1-R

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00

PI 505

+00.00

+

+

+

+

TRAV. PT 200

GRAVEL

TRAV. PT 203

5' CHAIN LINK

CONC

MAC

28"MAPLE

MAC

+

4' SPLIT RAIL

CO

NC

CO

NC

5' CHAIN LINK

MAC

CONC

TRAV. PT 202

FO

RR

ES

T

AV

E

PY

RA

MID

AV

E

CH

APEL

AV

E


CO

NC

WO

ODS

32"MAPLEGRASS

GRASS

GRASS

IN CONC3IN IP

WO

ODS

CO

NC C

ON

C



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

42"RCP

24"

8"TC

8"

TC

14"AC.14"AC.

6"AC.

12" SHP12" SHP

4" SHP

24" SHP

26" N GAS

26" 0 GAS


MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN


MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

509+00 510+00 511+00

6' PRIVACY

CONC

TRAV. PT 201

3"PIPE3"PIPE

SIDEWALK CLOSEDAHEAD

CROSS HERE

18

MA

TC

HLIN

E S

TA

TIO

N

509+

00

N

PHASE 3

PHASE 3



CA

STLE

AV

E

MA

TC

HLIN

E S

TA

TIO

N

509+

00

L






LBCONSTRUCTION

(NTS)

PHASE 3 TYPICAL SECTION (TA-10)

NON-WORKING HOURS.

CAN REMAIN IN PLACE DURING WORKING AND

(CLOSURE OF PARKING AREA AND SHOULDER)

DRUMS USED FOR DELDOT TA-3 APPLICATION NOTE:

SF

850

THE ENGINEER.



RIGHT OF B).

CONSTRUCT GRADING, ROADWAY PATCH, CURB & SIDEWALK (TO STA 508+85 3.

INSTALL E&S DEVICES AS SHOWN. 2.

ALONG RIGHT SIDE FROM STA. 510+25 TO 513+00 ONLY.

SET-UP MOT DEVICES AND SIGNS (USE DELDOT TA-3 & TA-10). ALLOW PARKING 1.




NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

DP&L

51236-45252

14"AC.14"AC.

42"RCP42"RCP

24" 24"

8"TC

8"TC

8"

TC

8"TC

8"

TC

14"AC.

14"AC.

24"

42"RCP

8"TC

42"RCP

24" 24"

42"RCP

14"AC.14"AC.

6"AC. 6"AC.6"AC.

12" SHP 12" SHP 12" SHP12" SHP

12" SHP4" SHP

4" SHP 4" SHP

24" SHP 24" SHP24" SHP 24" SHP

24" S

HP

26" 0 GAS

26" N GAS

26" N GAS

26" 0 GAS

26" 0 GAS

EXISTING R/W


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

T.P. 06-085.00-142

T.P. 06-085.00-141

T.P. 06-085.00-140

T.P. 06-085.00-139


64-01-062

STATE OF DELAWARE

MF 5592

D.R. 20070123 -0007056

T.P. 06-085.00-143


MF 5592

D.R. 1652 165

T.P. 06-085.00-144

HUSBAND AND WIFE


MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN


MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

MF 325

D.R. 2

0090331 -0018338

T.P. 0

6-085.0

0-111

DA

N

WE

BE

R

MF 325

D.R. 2

194

18

T.P. 0

6-085.0

0-113

DA

WN

E.

HO

WE

R

2-L 3-L

4-L

5-L

MF 325

D.R. 2

014

1113- 005097

5

T.P. 0

6-085.0

0-112

JO

HN

VA

NV

UR

ES,

TR

US

TE

E

MF 20051206-0125949

D.R. 20060505 -0043778

T.P. 06-085.00-169

VANESSA L. ROBINSON

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00

PI 510

+00.00

PI 510

+53.00

+++

+

+

+

++

+TRAV. PT 203

5' CHAIN LINK

6' PRIVACY

CONC

BLOCK GARAGE

MAC

28"MAPLE

MAC

+

6' PRIVACY

20"GUM

CO

NC 6"DOGWOOD

6'

CH

AIN

LIN

K

15"MAPLE DL=30'

6"-8"CEDARSMETAL SHED

CONC


CH

APEL

AV

E

CA

STLE

AV

E


CO

NC

1"PIPE1"PIPE

WO

ODS

32"MAPLEGRASS

GRASS8" PINE

GRASS

GRASS

GR

ASS

WOODS

WOODS

GRASS

6"DOGWOOD3"PIPE

3"PIPE LEANING

STEEL PIPE

WO

ODS


CROSS HERE


CROSS HERE

19

N

PHASE 5

PHASE 4 & PHASE 5



PHASE 4 (SHOWN)

SF

27

SF

27

DETERMINED BY THE ENGINEER.

REMOVE ANY REMAINING E&S DEVICES AFTER AREA HAS BEEN STABILIZED AS 4.

INSTALL PERMANENT SIGNING, STRIPING AND PARKING BUMPERS.3.

MILL & PAVE THE ROADWAY TO THE LIMITS SHOWN ON THE PLANS.2.

SET-UP MOT PER TYPICAL APPLICATION TA-10 AS REQUIRED.1.

THE ENGINEER.



509+10 RIGHT) DURING NON-OPERATING HOURS OF SEPTA STATION.

CONSTRUCT GRADING, ROADWAY PATCH, CURB & SIDEWALK (STA 508+85 TO STA. 3.


SET-UP MOT DEVICES, AND SIGNS (USE DELDOT TA-3).1.

7:30 AM TO 9:30 PM - SATURDAY

5:00 AM TO 11:30 PM - MONDAY TO FRIDAY

STATION OPERATING HOURS ARE:

NOTE:


TH-11

TH-12

TH-13

TH-14

TH-16

TH-17

TH-18TH-21

+++

+

+

+

+

+

++

+

27"RCP

6' IR

ON

27"RCP

6' PRIVACY

15"RCP

CONC

48"RCP

MAC

+

18"RCP 6' PRIVACY

CO

NC

5' CHAIN

LINK

48"

RCP

+

18"RCP

MAC

6'

CH

AIN

LIN

K

CONC

18"RCP

24"R

CP

CO

NC

30"RCP

CONC

TRAV. PT 205

TRAV. PT 204


RCP

15"

CA

STLE

AV

E

ROUTE 495


MA

NO

R

AV

EN

UE

48"R

CP

48"

RC

P4

2"

CM

P

24"C

MP

TOP OF

CONC DIT

CH

TOP OF

CONC DIT

CH

CONC DIT

CH

ST

ON

E

CU

RB

ST

ON

E

CU

RB

WISTAR STREET

47.0

0'

47.0

0'

ALLEY

490+00

491+00

492+00

493+00

494+00

495+00

508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90

RLM

DG

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

EASTINGNORTHING

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTIN

G R/

W

EXISTING R/W


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

50.00'

100.0

0'

40.00'

45.0

0'

100.0

0'


64-01-062

STATE OF DELAWARE

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN


MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

MF 325

D.R. 2

0090331 -0018338

T.P. 0

6-085.0

0-111

DA

N

WE

BE

R

MF 325

D.R. 2

194

18

T.P. 0

6-085.0

0-113

DA

WN

E.

HO

WE

R

MF 325

D.R. 20140501-0018017

T.P. 06-085.00-115

SCHANTZ


MF 325

D.R. R100 298

T.P. 06-085.00-117



MF 20060622-0059760

D.R. 20121214-0073877

T.P. 06-072.00-025

THE ARCHMERE FUND

18.10'

5-L

1-R

2-R

MF 325

D.R. 2

014

1113- 005097

5

T.P. 0

6-085.0

0-112

JO

HN

VA

NV

UR

ES,

TR

US

TE

E

MF 325

D.R. 20150909-0045953

T.P. 06-085.00-116

DONNA SHERWOOD

MF 20051206-0125949

D.R. 20060505 -0043778

T.P. 06-085.00-169

VANESSA L. ROBINSON

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

EXIS

TIN

G

R/

W

100.0

0'

51293-4

53

13 DP

&L

51296-4

53

15

42"R

CP

DP

&L

512

99-4

5303

512

99-4

5303

DP

&L

14"AC.

8"TC

42"

RC

P

8"

TC

8"TC

42"RCP

24"

8"TC

8"

TC

14"AC.

42"RCP

24" 24"

42"RCP

14"AC.14"AC.

8"TC

6"AC.

6"

CI

6"

CI


12" SHP 12" SHP

12" S

HP

2" S

4" SHP

24" SHP 24" SHP

24" S

HP

26"

N

GA

S

26" 0 GAS

26" 0

GA

S

26" N GAS

26" 0 GAS

20

N

LIGHTING PLAN

LIGHTING STANDARD SCHEDULE

NO. CIRCUIT NO. STATION OFFSET ARM LIGHT STANDARD

LEGEND

LSR

XLIGHTING SERVICE IDENTIFIER

LIGHTING STANDARD IDENTIFIERLST

X

LST

1

LST

2

LST

3

LST

5

LST

4

LUMINAIRE WITH 150W HPS LUMINAIRE

DELMARVA POWER TO REPLACE EXISTING

1 N/A

2 N/A

3 N/A 514+35

4 N/A 516+26

NOTES

TO BE PROVIDED AND INSTALLED BY DELMARVA POWER.

1. ALL PROPOSED LIGHTING POLES, ARMS AND LUMINAIRES

5 EX.N/A 517+38

ARM PROVIDED AND INSTALLED BY DELMARVA POWER

NEW 30' WOOD POLE WITH 400W HPS LUMINAIRE AND





HPS LUMINAIRE AND ARM ON EXISTING WOOD POLE

DELMARVA POWER TO PROVIDE AND INSTALL 150W

150W, HPS, COBRA, TYPE 3


*SEE NOTE 1

510+71

512+64



12'

12'

250W, HPS, COBRA, TYPE 312'

12'

55' R

52' R

17' R

17' L

18' L

654694.6527 645573.5428

654814.0836 645725.1814

654954.4138 645837.3523

655116.4090 645887.0857

655205.6901 645819.4552

**EXISTING POLE

**

**


DP&L

51236-45252

DP&L

51201

14"AC. 14"AC.14"AC.

42"RCP

24"24"

8"

TC

8"TC8"TC8"TC

8"

TC

8"

TC

8"

TC

42"RCP

24"

24"

14"AC.

24" 24"

42"RCP 42"RCP42"RCP

24"

42"RCP

8"TC 8"TC6"AC.6"AC.6"AC.

6"AC.12" SHP

12" SHP 12" SHP

12" SHP 12" SHP

4" SHP4" SHP

4" SHP4" SHP


24" SHP 24" SHP 24" SHP

26" N GAS

26" N GAS

26" 0 GAS

26" 0 GAS

+

TRAV. PT 200

GRAVEL

TRAV. PT 203

5' CHAIN LINK

CONC

MAC

4' SPLIT RAIL

CO

NC

CO

NC

5' CHAIN LINK

MAC

FO

RR

ES

T

AV

E

PY

RA

MID

AV

E

CH

APEL

AV

E


CO

NC

IN CONC3IN IP

TOP OF CONC DITCH

TOP OF CONC DITCH

GO

VERN

OR

PRIN

TZ B

LVD.

CO

NC

CO

NC


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

WEXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

T.P. 06-085.00-142

T.P. 06-085.00-141

T.P. 06-085.00-140

T.P. 06-085.00-139

T.P. 06-085.00-073


64-01-062

STATE OF DELAWARE

MF 680

D.R. 2331 69

T.P. 06-084.00-648


MF 5592

D.R. 1204 163

T.P. 06-085.00-133

HUSBAND & WIFE

JEAN C. BLAIER


MF 5592

D.R. 20091201 -0075796

T.P. 06-085.00-134

ABU SAYED

MF 5592

D.R. 20070123 -0007056

T.P. 06-085.00-143


MF 5592

D.R. 1652 165

T.P. 06-085.00-144

HUSBAND AND WIFE


MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

1-L

2-L 3-L

4-L

1-R

499+00 500+00 501+00 502+00 503+00 504+00 505+00 506+00 507+00 508+00

PI 505

+00.00

PO

B 498

+50.00

THR

OAT



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

21

MA

TC

HLIN

E S

TA

TIO

N

508+

00

CONDUIT PLANSIGNING, STRIPING &

N

PARKINGOR

STANDINGSTOPPING

NO

11

PARKINGOR

STANDINGSTOPPING

NO

6

PARKINGOR

STANDINGSTOPPING

NO

5

STOP

AVE

GOVERNOR PRINTZ EXT

PYRAMID

PARKINGOR

STANDINGSTOPPING

NO

3

STOP

EMERGENCY

PARKING

ONLY

PARKINGADDITIONAL

1D

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

A 268 SFPAVEMENT STRIPING (ITEM 748015)

24" SOLID WHITE ALKYD THERMOPLASTIC

PARKINGOR

STANDINGSTOPPING

NO 10

D

PARKINGNO

TIMEANYEND

BEGIN

PARKINGOR

STANDINGSTOPPING

NO


5" SOLID WHITE EPOXY RESIN PAVEMENTB

B

STOP

PARKING BUMPER (TYP.)

8' (TYP.)

A

A

STOP

SPEEDLIMIT

25EMERGENCY

PARKING

ONLY

PARKINGRESERVED

VANACCESSIBLE

PARKINGRESERVED

C

D 109 LFSTRIPING (ITEM 748509)


D

A

D

B

C

1,292 LF

C 2 EACHPAVEMENT MARKINGS, HANDICAP SYMBOL (748555)

PREFORMED RETROREFLECTIVE THERMOPLASTIC

STOP

AvePyramid

Governor Printz ExtGovernor Printz Ext

Forrest Ave

CHAPLE AVE

GOVERNOR PRINTZ EXT

STOP

Governor Printz Ext

Chaple Ave

8'

2'

R

28

DIVIDED

HIGHWAY

Governor Printz Ext

Governor Printz Blvd

27A

27B

26A

26B

26C

26D

1A

1B

1C

2A

2B

2C

4A

4B

4C

8A

8B

8C

29A

29B

7A

7B

9A

9B


8"TC

51293-4

53

13 DP

&L

51296-4

53

15

42"R

CP

DP

&L

512

99-4

5303

512

99-4

5303

DP

&L

14"AC.

8"TC

42"

RC

P

8"

TC

8"TC

42"RCP

24"

8"TC

8"

TC

14"AC.

42"RCP

24" 24"

42"RCP

14"AC.14"AC.

8"TC

6"AC.

6"

CI

6"

CI


12" SHP 12" SHP

12" S

HP

2" S

4" SHP

24" SHP 24" SHP

24" S

HP

26"

N

GA

S

26" 0 GAS

26" 0

GA

S

26" N GAS

26" 0 GAS

+++

+

+

+

+

+

++

+

6' IR

ON

6' PRIVACY

CONC

MAC

+

6' PRIVACY

CO

NC

5' CHAIN

LINK

+MAC

6'

CH

AIN

LIN

K

CONC

CO

NC

CONC

TRAV. PT 205

TRAV. PT 204


CA

STLE

AV

E

ROUTE 495


MA

NO

R

AV

EN

UE

1"PIPE1"PIPE

2"PIPE

1"PIPE

2"PIPE

1"PIPE- LEANING

1"PIP

E

1"PIPE


STEEL PIPE

1" OPEN

TOP OF

CONC DIT

CH

TOP OF

CONC DIT

CH

CONC DIT

CH

ST

ON

E

CU

RB

ST

ON

E

CU

RB

WISTAR STREET

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTIN

G R/

W

EXISTING R/W


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

50.00'

100.0

0'

40.00'

45.0

0'

100.0

0'

47.0

0'

47.0

0'


64-01-062

STATE OF DELAWARE

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN


MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

MF 325

D.R. 2

0090331 -0018338

T.P. 0

6-085.0

0-111

DA

N

WE

BE

R

MF 325

D.R. 2

194

18

T.P. 0

6-085.0

0-113

DA

WN

E.

HO

WE

R

MF 325

D.R. 20140501-0018017

T.P. 06-085.00-115

SCHANTZ


MF 325

D.R. R100 298

T.P. 06-085.00-117



MF 20060622-0059760

D.R. 20121214-0073877

T.P. 06-072.00-025

THE ARCHMERE FUND

18.10'

ALLEY

5-L

1-R

2-R

MF 325

D.R. 2

014

1113- 005097

5

T.P. 0

6-085.0

0-112

JO

HN

VA

NV

UR

ES,

TR

US

TE

E

MF 325

D.R. 20150909-0045953

T.P. 06-085.00-116

DONNA SHERWOOD

MF 20051206-0125949

D.R. 20060505 -0043778

T.P. 06-085.00-169

VANESSA L. ROBINSON

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

EXIS

TIN

G

R/

W

100.0

0'

490+00

491+00

492+00

493+00

494+00

495+00

508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00

PI 510

+00.00

PI 510

+53.00

PC 513

+65.15

PT 514

+56.02

PC 515

+71.

61

PT 516+21.83

POE 518+00.00

PI 514

+10.94

PI 5

16+00.6

4



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

22

MA

TC

HLIN

E S

TA

TIO

N

508+

00

CONDUIT PLANSIGNING, STRIPING &

YIELD

HERE

TO

YIELD

HERE

TO

N

PAVEMENT MARKINGS LEGEND

ITEMSYMBOL QUANTITY

A 84 SFPAVEMENT STRIPING (ITEM 748015)

24" SOLID WHITE ALKYD THERMOPLASTIC

A

PARKINGOR

STANDINGSTOPPING

NO

PARKINGOR

STANDINGSTOPPING

NO

23

PARKINGOR

STANDINGSTOPPING

NO

PARKINGOR

STANDINGSTOPPING

NO

15MPH

PARKINGOR

STANDINGSTOPPING

NO

BEGIN

SPEEDLIMIT

25

13

PARKINGOR

STANDINGSTOPPING

NO

17

STOP

PARKINGOR

STANDINGSTOPPING

NO12

END

BEGIN

PARKINGOR

STANDINGSTOPPING

NO

PARKINGNO

TIMEANY

B


5" SOLID WHITE EPOXY RESIN PAVEMENTB 631 LF

21A

21B

22A

22B

25A

25B

PARKING BUMPER (TYP.)

8' (TYP.)

C

PARKINGRESERVED

PARKINGRESERVED

VANACCESSIBLE

D

D 172 LFSTRIPING (ITEM 748509)


D

PARKINGRESERVED 32

C 3 EACHPAVEMENT MARKINGS, HANDICAP SYMBOL(748555)

PREFORMED RETROREFLECTIVE THERMOPLASTIC

C

B

5'8'

2'

R

30

Governor Printz Ext

Castle Ave

15A

15B

15C

16A

16B

16C

14A

14B

14C

18A

18B

31A

31B

19A

19B

19C

20A

20B

24A

24BUnofficial Website Copy



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

23

SIGN SCHEDULE


30"RCP

48"RCP

6' CHAIN

LINK

TR

AV. P

T 252

6' C

HAIN LIN

K

+++

+

+

+

+

+

++

+

27"RCP

3"MAPLE

6' IR

ON

27"RCP

3"MAPLE

6' PRIVACY

15"RCP

CONC

48"RCP

28"MAPLE

MAC

+

12"MAPLE

18"RCP

26"MAPLE

6' PRIVACY

CO

NC

20"GUM

5' CHAIN

LINK

48"

RCP

+

18"RCP

6"DOGWOOD

MAC

6'

CH

AIN

LIN

K

15"MAPLE

24"OAKCONC

18"RCP

24"R

CP

CO

NC

6"-8"CEDARS

30"RCP

3"CEDARS

CONC

TRAV. PT 205

TRAV. PT 204


RCP

15"

CA

STLE

AV

E

ROUTE 495


MA

NO

R

AV

EN

UE

1"PIPE1"PIPE

2"PIPE

1"PIPE

2"PIPE

1"PIPE- LEANING

48"R

CP

10" WALNUT

12" LOCUST

10" LOCUST

48"

RC

P4

2"

CM

P

12" WALNUT

8" LOCUST

6" LOCUSTWOODS

32"MAPLE

GRASS

GRASS8" PINE

GRASS

GRASS

GR

ASS

WOODS

WOODS

1"PIP

E

WOODS

GRASS

6"DOGWOOD

1"PIPE

24"C

MP


STEEL PIPE

1" OPEN

12" WALNUT

8" WALNUT

10" LOCUST

18" WALNUT

GRASSGRASS

GRASS

TOP OF

CONC DIT

CH

TOP OF

CONC DIT

CH

CONC DIT

CH

ST

ON

E

CU

RB

ST

ON

E

CU

RB

WISTAR STREET

47.0

0'

47.0

0'

ALLEY



NEW CASTLE

T201201102

27

SCALE

FEET

0 30 60 90WM

JP

BRIDGE NO.

DESIGNED BY:

CHECKED BY:

COUNTY

CONTRACT

TOTAL SHTS.

SHEET NO.


N/A

EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTIN

G R/

W

EXISTING R/W


EXIS

TIN

G

R/

W

EXIS

TIN

G

R/

W

EXISTING R/W

EXISTING R/W

EXISTING R/W

50.00'

100.0

0'

40.00'

45.0

0'

100.0

0'


64-01-062

STATE OF DELAWARE

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

MF 680

D.R. X106 280

T.P. 06-085.00-108

MARRIED MAN


MF 5592

D.R. M117 277

WR 145518

T.P. 06-085.00-155

DELVINA J. JOYCE

MF 325

D.R. 2

618 106

WR 139532

T.P. 0

6-085.0

0-110

CA

TH

ERIN

E

CA

NN

A

MF 325

D.R. 2

0090331 -0018338

T.P. 0

6-085.0

0-111

DA

N

WE

BE

R

MF 325

D.R. 2

194

18

T.P. 0

6-085.0

0-113

DA

WN

E.

HO

WE

R

MF 325

D.R. 20140501-0018017

T.P. 06-085.00-115

SCHANTZ


MF 325

D.R. R100 298

T.P. 06-085.00-117



MF 20060622-0059760

D.R. 20121214-0073877

T.P. 06-072.00-025

THE ARCHMERE FUND

18.10'

5-L

1-R

2-R

MF 325

D.R. 2

014

1113- 005097

5

T.P. 0

6-085.0

0-112

JO

HN

VA

NV

UR

ES,

TR

US

TE

E

MF 325

D.R. 20150909-0045953

T.P. 06-085.00-116

DONNA SHERWOOD

MF 20051206-0125949

D.R. 20060505 -0043778

T.P. 06-085.00-169

VANESSA L. ROBINSON

4-L

MF 5592

D.R. 2

01107

08 -0034

14

6

T.P. 0

6-085.0

0-154

SJ IN

VE

ST

ME

NT

GR

OU

P IN

C

EXIS

TIN

G

R/

W

100.0

0'

51293-4

53

13 DP

&L

51296-4

53

15

42"R

CP

DP

&L

512

99-4

5303

512

99-4

5303

DP

&L

14"AC.

8"TC

42"

RC

P

8"

TC

8"TC

42"RCP

24"

8"TC

8"

TC

14"AC.

42"RCP

24" 24"

42"RCP

14"AC.14"AC.

8"TC

6"AC.

6"

CI

6"

CI


12" SHP 12" SHP

12" S

HP

2" S

4" SHP

24" SHP 24" SHP

24" S

HP

26"

N

GA

S

26" 0 GAS

26" 0

GA

S

26" N GAS

26" 0 GAS

492+00

493+00

494+00

495+00

508+00 509+00 510+00 511+00 512+00 513+00 514+00

515+00

516

+00

517

+00

518

+00

PI 510

+00.00

PI 510

+53.00

PC 513

+65.15

PT 514

+56.02

PC 515

+71.

61

PT 516+21.83

POE 518+00.00

PI 514

+10.94

PI 5

16+00.6

4

25

MA

TC

HLIN

E S

TA

TIO

N

508+

00

N

RIGHT OF WAY PLANS

R/W SHEET 2 OF 4

40012

40013

40014 40020

40021

40023

40022

40015

40016

4001740018

40019


T201201102

NEW CASTLE

26

27

WM

JPSIDEWALK IMPROVEMENTS

MANOR AVENUEN/A

DATA SHEET

RIGHT-OF-WAY

LEGEND

" - " CURVE TURNS TO THE LEFT**" - " OFFSET IS LEFT OF BASELINE*

TEMPORARY CONSTRUCTION EASEMENTTCEPERMANENT EASEMENTP/EAREA OCCUPIED BY EXISTING R/WR/WAREA OF ACQUISITIONFEE

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

T:\

7002

16 -

MA

NO

R

AV

E\

PL

AN

S\

RO

W\

RB

01.D

GN

R/W SHEET 3 OF 4

06-085.00-134 (1-L) ABU SAYED TCE DEED 0.120

ASSESSMENT NUMBER

PT. NO. STATION NORTH EASTALIGN. NO. BEARING DISTANCE CHORD BEARING CHORD LENGTH ARC LENGTH

ALIGNMENT NUMBER & DESCRIPTION:

OWNERSHIP OF RECORD TITLE SOURCE PARCEL AREA (ACRES)

OFFSET * RADIUS **

TYPE OF ACQUISITION

40000 4000 504+46.03 -39.25 654382.9521 645024.6096 N 6°39'25.09" E 15.59

40001 4000 504+57.02 -50.30 654398.4332 645026.4165 S 38°14'17.04" E 11.00

40002 4000 504+57.03 -39.30 654389.7960 645033.2225 S 51°31'42.96" W 11.00

40000 4000 504+46.03 -39.25 654382.9521 645024.6096

FIGURE 5000 AREA = 60.4857 SQ. FT. (0.0014 ACRES)

4000 - CONSTRUCTION BASELINE

06-085.00-143 (2-L) MAYDA F. MONTESDEOCA TCE DEED 0.120

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

40003 4000 504+97.03 -39.49 654414.6812 645064.5395 N 38°14'17.04" W 14.56

40004 4000 504+97.02 -54.05 654426.1156 645055.5292 S 83°20'30.08" E 20.54

40005 4000 505+11.58 -39.56 654423.7339 645075.9320 S 51°31'42.96" W 14.55

40003 4000 504+97.03 -39.49 654414.6812 645064.5395



06-085.00-144 (3-L) KAMINI PATEL & DUSHYANT PATEL TCE DEED 0.120

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

40006 4000 507+02.66 -40.46 654542.6135 645225.5374 N 6°39'25.59" E 14.68

40007 4000 507+13.02 -50.87 654557.1979 645227.2396 S 38°14'17.04" E 10.36

40008 4000 507+13.03 -40.51 654549.0611 645233.6514 S 51°31'42.96" W 10.36

40006 4000 507+02.66 -40.46 654542.6135 645225.5374



06-085.00-154 (4-L) SJ INVESTMENT GROUP INC TCE DEED 0.120

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

40009 4000 507+53.03 -40.70 654573.9462 645264.9684 N 38°14'17.04" W 10.66

40010 4000 507+53.02 -51.36 654582.3156 645258.3734 S 83°20'28.44" E 15.03

40011 4000 507+63.68 -40.75 654580.5722 645273.3069 S 51°31'42.96" W 10.65

40009 4000 507+53.03 -40.70 654573.9462 645264.9684



06-085.00-155 (5-L) DELVINA J. JOYCE TCE DEED 0.120

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

40012 4000 509+59.19 -41.68 654702.2087 645426.3817 N 6°39'28.54" E 15.01

40013 4000 509+69.78 -52.32 654717.1156 645428.1218 S 38°14'17.04" E 10.59

40014 4000 509+69.78 -41.73 654708.7989 645434.6753 S 51°31'42.96" W 10.59

40012 4000 509+59.19 -41.68 654702.2087 645426.3817



64-01-062 (1-R) STATE OF DELAWARE R/W DEED 0.000

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

40015 4000 513+86.44 27.82 654909.4021 645808.9297 N 37°43'15.48" E 72.87

40016 4000 514+53.64 22.12 654967.0392 645853.5105 N 36°58'59.63" E 137.46

40017 4000 515+82.95 28.87 655076.8440 645936.2039 S 11°07'21.24" W 11.44

40018 4000 515+76.57 31.35 655065.6218 645933.9976 S 36°36'54.66" W 174.92

40019 4000 514+10.07 30.70 654925.2196 645829.6680 S 52°39'59.34" W 26.08

40015 4000 513+86.44 27.82 654909.4021 645808.9297



06-072.00-025 (2-R) THE ARCHMERE FUND TCE DEED 36.600

ASSESSMENT NUMBER




OFFSET * RADIUS **

TYPE OF ACQUISITION

40020 4000 516+10.03 27.22 655122.0323 645934.3932 N 36°33'54.44" W 26.51

40021 4000 516+28.79 24.35 655143.3223 645918.6020 N 53°39'17.67" E 5.65

40022 4000 516+28.76 30.00 655146.6709 645923.1531 S 36°37'56.60" E 24.55

40023 4000 516+11.97 32.18 655126.9697 645937.8018 S 34°37'10.35" W 6.00

40020 4000 516+10.03 27.22 655122.0323 645934.3932




T201201102

NEW CASTLE

27

27

WM

JPSIDEWALK IMPROVEMENTS

MANOR AVENUEN/A

TABULATION SHEET

RIGHT-OF-WAY

TOTAL SHTS.

SHEET NO.


CONTRACT

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS

T:\

7002

16 -

MA

NO

R

AV

E\

PL

AN

S\

RO

W\

RT

01.D

GN

R/W SHEET 4 OF 4

06-085.00-134 24 (1-L) ABU SAYED DEED C - 0.12 TCE

06-085.00-143 24 (2-L) MAYDA F. MONTESDEOCA DEED C - 0.12 TCE

06-085.00-144 24 (3-L) KAMINI PATEL & DUSHYANT PATEL DEED C - 0.12 TCE

06-085.00-154 24 (4-L) SJ INVESTMENT GROUP INC DEED C - 0.12 TCE

06-085.00-155 25 (5-L) DELVINA J. JOYCE DEED C - 0.12 TCE

64-01-062 25 (1-R) STATE OF DELAWARE DEED C - 0.00 R/W

06-072.00-025 25 (2-R) THE ARCHMERE FUND DEED C - 36.60 TCE

NUMBERSHEETPLAN

OWNERSHIP OF RECORD TITLE SOURCE

AREA TO BE ACQUIRED

A=ASSESMENT C=CALCULATED

D=DEED

(ACRE)BEFORE ACQUISITION

PROPERTY AREA

(SQ. FEET / ACRES)EXISTING RIGHT OF WAY

AREA OCCUPIED BY

(SQ. FEET / ACRES)ACQUISITION

EASEMENT

(SQ. FEET / ACRES)PERMANENT

(SQ. FEET / ACRES)TEMPORARY (SQ. FEET / ACRES)

REMAININGPROPERTY AREA

ACQUISTITIONOF

DEED RECORD

R/ W - AREA OCCUPIED BY EXISTING R/ WFEE - ACQUISITION

TCE - TEMPORARY EASEMENTP/ E - PERMANENT EASEMENT

REMARKSPARCEL NUMBER

COUNTY ASSESSMENT

P/ E, TCEFEE, R/ W,

CODEACQUISITION

ACQUISITION CODES

N/A

144.6256 / 0.00

5227.20 / 0.12

5227.20 / 0.12

5227.20 / 0.12

5227.20 / 0.12

5227.20 / 0.12

1594296.00 / 36.60

1095.6836 / 0.03

60.4857 / 0.00

105.9173 / 0.00

53.6814 / 0.00

56.7427 / 0.00

56.0826 / 0.00


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